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39-01 Faith Baptist Church - Opequon - Backfile (2)
FAITH BAPTIST CHURCH STORMWATER MANAGEMENT COMPUTATIONS FREDERICK COUNTY, VIRGINIA. August 15, 2001 OWNER/DEVELOPER: TRUSTEES OF FAITH BAPTIST CHURCH 635 DOUBLE CHURCII ROAD STEPHENS CITY, VA 22655 (540) 868-1795 PREPARED BY: GREENWAY ENGINEERING 151 WINDY HILL LANE WINCIIESTER, VA 22602 (540) 662-4185 Stormwater Management Computations CONTENTS Stormwater Management Narrative Drainage Map Stormwater Management Computations Temporary Sediment Basin Computations Greenway Engineering Page 2 Stormwater Management Computations STORMWATER MANAGEMENT NARRATIVE Greenway Engineering Page 3 c Stormwater Management Computations Faith Baptist Church Stormwater Management Narrative Site Conditions The existing site conditions for the church facility consist of open fields with cedar scrubs on the eastern half of the property. The church building is located in an area that is at the top of the drainage divide. Parking is located to the east of the church building. Analysis The existing site is divided into two distinct drainage areas draining to two different discharge situations. Area A Area A consists of 18.1 acres and drains an area along Double Church Road, across the subject property then drains across Double Church Road through an existing 42"x29"CMPA. The initial site plan and stormwater management computations for the Faith Baptist Church provided a basin with approximately 14,600 cubic feet of total storage volume between the Brandy Lane culverts and the entrance culverts. The basin will reduce runoff by 2.8 cfs for the 10-year storm and 7.4 cfs for the 100- year storm. The water surface elevation for the 100-year storm is 748.37, which is contained within the limits of the basin. The drainage ditch downstream of the entrance culverts convey flow to a 24" RCP culvert that crosses the existing sanitary sewer line. The total storage volume of the ditch is approximately 23,400 cubic feet. This ditch reduces runoff by 10.7 cfs from the 10-year storm and 19.8 cfs from the 100-year storm. The 24" RCP sewer crossing culvert outfalls into a ditch that conveys runoff to the existing 42"x29" CMPA under Double Church Road. The culvert has a full flow capacity of 32.5 cfs. The culverts located on -site have been sized to ensure that the 42"X29" CMPA culvert will not be over burdened due to the increase in runoff associated with the project. The new flow from the project and drainage area is 23.4 cfs during the 10 yr storm. Therefore, the 42"X29" CMPA culvert will not be overburdened during the storm event and is an adequate outfall for Area A of this project. Both the basin and the drainage ditch have been routed for the 2-year, 10-year and 100-year storm events. The computations from the previous site plan approval are included in the following pages. Those computations included both the Phase I development, which has been completed, and the Phase II development, which encompasses the portion of this master site plan within the Area A drainage shed. Since stormwater flows have already been incorporated into the stormwater management design, no additional calculations have been completed for this project regarding Area A, except to ensure what was constructed meets the intended design. Greenway Engineering Page 4 r Stormwater Management Computations Area B Area B consists of 8.67 acres all of which are located on the church property. Most of Area B consists of open fields with cedar scrubs except for some of the paved parking area and the existing pavilion. The church expansion will irnpact 6.8 acres by adding buildings and parking to increase the runoff by 4.48 cfs 6.68 cfs and 8.34 cfs for the 2 yr, 10 yr and 100 year storm respectively. Management will be provided by a stormwater basin with approximately 34,533 cubic feet of total storage volume and will be located on the southern corner of the property. The basin will reduce runoff by 2296 cfs for the 10 year storm and 33.10 cfs for the 100 year storm. The water surface elevations for the 100 year storm is 740.17, which is contained within the limits of the basin. The basin drains into a natural drainage feature that proceeds off site of the property. The offsite drainage is by means of a natural drainage swale. Velocities at the discharge of the pond are such that channalization of the natural channel will not occur. The predevelopment runoff of 25.90 cfs is 3.5 times larger than the design release rate of 9.62 cfs from the stormwater management pond. Also the down stream channel has a channel slope of 4.5% and side slopes of 9.75 and 4.75 to 1. The velocity in the channel with this property's stormwater release rate of 9.62 cfs is 4.35 fps. With this information presented, the downstream channel will not be adversely impacted by this development. Conclusion Stormwater management for this development is satisfied in Area A by the use of the basin and drainage ditch. The drainage shed to the existing 24" RCP culvert is 18.1 acres. The c-factor for the drainage shed will increase by 0.05 due to this development (1.7 acres impervious). This will result in an increase in peak flow for the 18.1 acres of 3.0 cfs, 4.1 cfs and 6.0 cfs for the 2-year, 10-year and 100- year storms respectively. The proposed improvements will detain runoff by 5.8 cfs, 10.7 cfs and 19.8 cfs for the 2-year, 10-year and 100-year storms respectively. Stormwater management for this development is satisfied in Area B by the use of a basin. The drainage shed to the existing basin is 8.67 acres. The CN-factor for the drainage shed will increase by 6 points due to this additional development (2.1 additional acres impervious). This will result in an increase in peak flow for the 8.67 acres of 4.48 cfs, 6.68 cfs and 8.34 cfs for the 2-year, 10-year and 100-year storms respectively. The proposed improvements will detain runoff by 6.36 cfs, 22.96 cfs and 33.10 cfs for the 2-year, 10-year and 100-year storms respectively. Calculations Area A Tc = 15 min. I2 = 3.3 in/hr I10 =4.6 in/hr I100 =6.6 in/hr Pre -development for Drainage Shed Qz= (0.36) (3.3 in/hr) (18.1 acres) = 21.5 cfs Qio= (0.36)(4.6 in/hr)(18.1 acres)=30.0 cfs Qioo= (0.36)(6.6 in/hr)(18.1 acres)=43.0 cfs Greenway Engineering Page 5 Stormwater Management Computations Post -development for Drainage Shed Qz = (0.41) (3.3 in/hr) (18.1 acres) = 24.5 cfs Q,o= (0.41)(4.6 in/hr)(18.1 acres)=34.1 cfs Q,00= (0.41)(6.6 in/hr)(18.1 acres)=49.0 cfs Increase in Runoff for Drainage Shed Q2 = 3.0 cfs Q,o = 4.1 cfs Q,00 = 6.0 cfs Amount of Runoff Detained for Drainage Shed Q2 = 5.8 cfs Q,o = 10.7 cfs Q,00 = 19.8 cfs Area B Tc = 7.2 min. I2 = 3.0 in/hr I10 =4.9 in/hr 1100 =6.8 in/fir Pre -development for Drainage Shed Q2 (hydrograph flow) = 8.58 cfs Q,o (hydrograph flow) = 25.90 cfs Q,00 (hydrograph flow) = 46.10 cfs Post -development for Drainage Shed Q2 (hydrograph flow) = 13.06 cfs Q,o (hydrograph flow) = 32.58 cfs Q,00 (hydrograph flow) = 54.44 cfs Increase in Runoff for Drainage Shed Qz = 4.48 cfs Q,o = 6.68 cfs Q,00 = 8.34 cfs Amount of Runoff Detained for Drainage Shed Q2 = 6.36 cfs Q,o = 22.96 cfs Q,00 = 33.10 cfs Greenway Engineering Page 6 Stormwater Management Computations DRAINAGE MAP Greenway Engineering Page 7 Stormwater Management Computations TEMPORARY SEDIMENT BASIN COMPUTATIONS Greenway Engineering Page 9 1992 3.14 TEMPORARY SEDIMENT BASIN DESIGN DATA SHEET (with or without an emergency spillway) Project ( o.i2 it Basin # Location Total area draining to basin: g. (D'7 acres. D, ��c� A-26A _ 3 9� AC Basin Volume Design Wet Storage: 1. Minimum, required volume = 67 cu. yds. x Total Drainage Area (acres). 67 cu. yds. x 8. �, 7 acres = 580 ,g9 cu. yds. 2. Available basin volume = 5b 1 cu. yds. ' at, elevation 738 8(�. (From storage - elevation curve) 3. Excavate 501 cu. yds. to obtain required volume*. * Elevation corresponding to required volume = invert of the dewatering orifice. 4. Available volume before cleanout required. 33 cu. yds. x 8. t,7 acres = %8� . I I cu. yds. 5. Elevation corresponding to cleanout level = 73 2.10 (From Storage - Elevation Curve) 6. Distance from invert of the dewatering orifice to cleanout level (Min. = 1.0 ft.) Dry Storage: 7. Minimum required volume = 67 cu. yds. x Total Drainage Area (acres). 67 cu. yds. x 8.1,7 acres. = 53D,87 cu. yds. , III - 112 1992 3.14 8. . Total available basin volume at crest of riser* = I 1 cu. yds. at elevation 7io . (From Storage - Elevation Curve) * Minimum = 134 cu. yds./acre of total drainage area. C t l (o 2 9. Diameter of dewatering orifice = in. 10. Diameter of flexible tubing = in. (diameter of dewatering orifice plus 2 inches). Preliminary Design Elevations 11. Crest of Riser = 739 Top of Dam = 7 41 Design High Water = 74 c) Upstream Toe of Dam = 7 36 Basin Shape 12. Length of Flow "L = 236 Effective Width We If > 2, baffles are not required If < 2, baffles are required �C Runff 13. Q2 = 13.0(o cfs (From Chapter 5) 14. Q25 = 42. ?3 cfs (From Chapter 5) Principal Spillway Design 15. With emergency spillway, required spillway capacity Qp = Q2 = "IA cfs. (riser and barrel) Without emergency spillway, required spillway capacity Qp = Q25 = 42.6 'cfs. (riser and barrel) 1992 3.14 16. With emergency spillway: Assumed available head (h) _ O /A ft. (Using Q2) h = Crest of Emergency Spillway Elevation - Crest of Riser Elevation Without emergency spillway: z2 Assumed available head (h) 2-7 ft. (Using Q25) h = Design High Water Elevation - Crest of Riser Elevation 17. Riser diameter (DO = Q 6 in. Actual head (h) . = I , I ft. I,or (From Plate 3.14-8.) Note: Avoid orifice flow conditions. 18. Barrel length (1) = _5-p ft. Head (H) on barrel through embankment = 3. -7 ft. (From Plate 3.14-7).. 19. .- Barrel diameter 30 in. (From Plate 3.14-B [concrete pipe] or Plate 3.14-A [corrugated pipe]). 20. Trash rack and anti -vortex device Diameter = 72- inches. Height = 21 inches. (From 'fable 3.14-D). Emergeny Spillwgy Design N /A 21. Required spillway capacity Qe = Q2 - Qp = cfs. 22. Bottom ; width (b) = ft.; the slope of the exit. channel. (s) _ ft./foot; and the minimum length of the exit channel (x) _ (From Table 3.14-C). 1 1 1992 3.14 Anti -Seep Collar Design 23. Depth of water at principal spillway crest (Y) = 3 Z ft. Slope of upstream face of embankment (Z) Slope of principal spillway barrel (Sb) _ % Length of barrel in saturated zone (L) = 25� ft. 24. Number of collars required = �_ dimensions = 5 x 5 (from Plate 3.14-12). Final Design Elevations 25. Top of Dam = 741 Design High Water = 73 7, Emergency Spillway Crest = IV A Principal Spillway Crest = -7 3 8 Dewatering Orifice Invert = . -738 Cleanout Elevation = 73 7 J Elevation of Upstream Toe of Dam or Excavated Bottom of "Wet Storage Area" (if excavation was performed) = 736 ge 0 a� 3 cz -1--j k"'," g C� 7-:a,6 L iJ ->25 — •8v Pond -SEDIMENT BASIN DESIG 0 10000 20�000 30000 '-�5 Storage (cuff) �ps 50000 mm Me Stormwater Management Computations STORMWATER MANAGEMENT COMPUTATIONS Greenway Engineering Page 10 Stormwater Management Computations Area A Calculations Greenway Engineering Page 11 Reservoir Report Page , Reservoir No. 1 Entrance Culverts Culvert / Orifice Structures Weir Structures [A] [B] [C] [A] [B] [C] Rise (in) = 24.0 0.0 0.0 Crest Len (ft) = 0.0 0.0 0.0 Span (in) = 24.0 0.0 0.0 Crest El. (ft) = 0.00 0.00 0.00 No. Barrels = 3 0 0 Weir Coeff. = 3.00 3.00 3.00 Invert El. (ft) = 747.45 0.00 0.00 Eqn. Exp. = 1.50 1.50 1.50 Length (ft) = 50.0 0.0 0.0 Multi -Stage = No No No Slope (%) = 0.00 0.00 0.00 N-Value = .013 .013 .013 Orif. Coeff. = 0.60 0.60 0.60 Multi -Stage = --- No No Tailwater Elevation = 0.00 ft Note: All outflows have been analyzed under inlet and outlet control. Stage / Storage / Discharge Table Stage Storage Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.0 00 747.45 0.00 - --- --- - -- 0.00 0.1 145 747.51 2.60 -- -- - - -- 2.60 0.1 290 747.56 10.64 -- --- -- - -- 10.64 0.2 435 747.61 13.03 --- --- --- - --- 13.03 0.2 580 747.67 15.05 -- -- --- -- --- 15.05 0.3 725 747.72 16.83 --- --- --- - --- 16.83 0.3 870 747.78 18.43 -- -- --- -- --- 18.43 0.4 1,015 747.83 19.91 - --- - - - 19,91 0.4 1,160 747.89 21.28 -- -- - - --- 21.28 0.5 1,305 747.94 22.57 - -- - - --- 22.57 0.6 1,450 748.00 23.80 - -- --- - - 23.80 0.8 2,770 748.20 27.79 -- -- -- - - 27.79 0.9 4,091 748.40 31.28 -- -- - - - 31.28 1.1 5,411 748.60 34.41 -- --- --- - --- 34.41 1.4 6,731 748.80 37.28 -- -- -- -- --- 37.28 1.6 8,052 749.00 39.95 - -- -- -- -- 39.95 1.8 9,372 749.20 42.45 -- -- - -- -- 42.45 2.0 10,692 749.40 44.81 -- --- -- - - 44.81 2.2 12,012 749.60 48.66 --- --- - - - 48.66 2.4 13,333 749.80 52.72 -- - - - -- 52.72 2.5 14,653 750.00 56.49 - - - - -- 56.49 Stage / Storage 2.5 2.0 1.5 Stage (ft) 1.0 0.5 0.0 1, 0 5000 10000 Storage (cult) 15000 Stage / Discharge 2.5 I 2.0 r' i 1.5 Stage (ft) 1.0 0.5 0.00 10 20 30 40 50 60 Discharge (cfs) Hydrograph Report Page 1 Hyd. No. 12 2-yr Entrance Culverts Hydrograph type = Reservoir Peak discharge = 18.04'cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyd. No. = 1 Reservoir name = Entrance Culver Max. Elevation = 747.77 ft Max. Storage = 835 cuft storage tndkawn method used. Total Volume = 17,313 cult, 0.397 acft Hydrograph Discharge Table Time Inflow Elevation Culy. A Culv. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (afs) (cfs) 0.15 11.54 747.57 10.92 ---- -- --- ---- -- 10.91 0.17 12.82 747.59 11.75 -- -- - --- -- --- 11.75 0.18 14.11 747.61 12.89 --- ----- ---- ---- -- 12.89 0.20 15.39 747.64 14.00 --- - --- -- -- 14.00 0.22 16.67 747.67 15.18 ---- ----- ---- ---- ----- 15.18 0.23 17.95 747.71 16.33 -- ---- ---- ----- ---- 16.33 0.25 19.24 << 747.75 17.49 ----- ----- ----- ----- -- 17.49 0.27 17.95 747.77 << 18.04 --- ----- --- -- - 18.04 << 0.28 16.67 747.75 17.68 ---- ----- ----- --- --- 17.68 0.30 15.39 747.73 16.86 - --- --- -- - 16.86 0.32 14.11 747.69 15.73 ---- ----- --- ----- ---- 15.73 0.33 12.82 747.65 14.46 -- ---- --- ---- - -- 14.46 0.35 11.54 747.62 13.12 --- ----- ---- ----- ----- 13.12 0.37 10.26 747.58 11.66 - - --- ---- ---- ---- 11.66 0.38 8.98 747.56 10.02 ----- ---- ----- ---- ----- 10.01 ... End Hydrograph Report Page 1 Hyd. No. 11 10-yr Entrance Culvert Hydrograph type = Reservoir Peak discharge = 24.19'cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyd. No. = 2 Reservoir name = Entrance Culver Max. Elevation = 748.02 ft Max. Storage = 1,579 cult Storage Wk abon method used. Hydrograph Discharge Table Time Inflow Elevation Culy. A Culy. B Culy. C Weir A (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) 0.10 10.79 747.56 10.25 - ----- --- 0.12 12.59 747.58 11.39 ----- -- --- 0.13 14.39 747.61 12.78 ---- ----- ----- 0.15 16.18 747.65 14.28 --- - ---- ---- 0.17 17.98 747.69 15.85 ----- ---- ----- 0.18 19.78 747.75 17.43 --- ----- --- 0.20 21.58 747.80 19.02 ---- ----- ----- 0.22 23.38 747.86 20.60 -- ---- --- 0.23 25.18 747.93 22.18 -- ----- --- 0.25 26.97 << 748.00 23.77 -- ---- ----- 0.27 25.18 748.02 24.17 -- --- ---- 0.28 23.38 748.02 << 24.19 -- ---- --- 0.30 21.58 748.01 23.90 ---- ----- ---- 0.32 19.78 747.95 22.75 --- --- ---- 0.33 17.98 747.88 21.12 -- ----- ----- 0.35 16.18 747.81 19.30 -- ----- ---- 0.37 14.39 747.74 17.35 ---- ----- ---- 0.38 12.59 747.68 15.32 -- ----- --- 0.40 10.79 747.62 13.21 ---- ----- ----- 0.42 8.99 747.57 11.03 ---- ---- ---- ... End Total Volume = 24,277 tuft, 0.557 acft Weir B Weir C Outflow (cfs) (cfs) (cfs) --- ----- 10.25 --- ---- 11.39 -- ----- 12.78 -- --- _ 14.28 --- ----- 15.85 -- --- 17.43 ---- ---- 19.02 - - --- 20.60 - -- --- 22.18 -- 23.77 -- ---- 24.17 ---- --- 24.19 << ----- --- 23.90 --- --- 22.75 ----- ---- 21.12 -- ---- 19.30 ---- ----- 17.35 --- ---- 15.32 ----- ---- 13.21 --- ---- 11.03 i Hydrograph Report Page 1 Hyd. No. 10 100-yr Entrance Culver Hydrograph type = Reservoir Peak discharge = 30.81 cfs Storm frequency = 100 yrs Time interval = 1 min Inflow hyd. No. = 3 Reservoir name = Entrance Culver Max. Elevation = 748.37 ft Max. Storage = 3,915 cult storage nawu«, meftd used. Total Volume = 34,415 cult, 0.790 acft Hydrograph Discharge Table Time Inflow Elevation Culy. A Culy. 13 Cuiv. C Weir A Weir 13 Weir C Outflow (hrs) (cfs) A (cfs) (aft) (eft) (cfs) (efs) (cfs) (cfs) 0.08 12.75 747.58 11.36 - --- --- ---- -- 11.36 0.10 15.30 747.62 13.11 -- ---- ---- --- ---- 13.11 0.12 17.85 747.67 15.14 ---- ----- ----- --- --- 15.14 0.13 20.39 747.74 17.25 --- --- -- --- --- 17.25 0.15 22.94 747.82 19.39 -- ---- ---- - - ----- 19.39 0.17 25.49 747.90 21.54 -- ----- ----- ---- ----- 21.54 0.18 28.04 748.00 23.70 ---- ----- ---- ----- 23.70 0.20 30.59 748.04 24.69 --- ---- --- -- - 24.69 0.22 33.14 748.10 25.88 --- -- --- ---- --- 25.88 0.23 35.69 748.18 27.30 --- ---- --- -- - --- 27.30 0.25 38.24 << 748.26 28,78 ---- ----- ----- ---- ---- 28.78 0.27 35.69 748.33 29.98 -- --- --- --- ---- 29.98 0.28 33.14 748.36 30.63 --- ---- --- ---- ----- 30.63 0.30 30.59 748.37 << 30.81 -- ---- --- - ----- 30.81 << 0.32 28.04 748.36 30.59 ----- ---- ---- --- ----- 30.59 0.33 25.49 748.33 30.03 -- --- ---- --- - 30.03 0.35 22.94 748.28 29.18 --- ----- ----- ----- --- 29.18 0.37 20.39 748.22 28.08 --- --- -- -- ---- ----- 28.08 0.38 17.85 748.14 26.62 ---- ----- ----- ----- ---- 26.62 0.40 15.30 748.06 24.95 - ---- ----- --- --- 24.95 0.42 12.75 747.93 22.17 ---- ----- ---- ---- 22.17 0.43 10.20 747.74 17.27 ---- ---- ---- ---- ---- 17.27 0.45 7.65 747.60 12.55 --- ----- ---- ---- ----- 12.55 ... End Reservoir Report Page 1 Reservoir No. 2 Sanitary Sewer Cuiverts Culvert / Orifice Structures Weir Structures , [A] [B] [C] [A] [B] [C] Rise (in) = 24.0 0.0 0.0 Crest Len (ft) = 0.0 0.0 0.0 Span (in) = 24.0 0.0 0.0 Crest El. (ft) = 0.00 0.00 0.00 No. Barrels = 1 0 0 Weir Coeff. = 3.00 3.00 3.00 Invert El. (ft) = 743.50 0.00 0.00 Egrr. Exp. = 1.50 1.50 1.50 Length (ft) = 25.0 0.0 0.0 Multi -Stage = No No No Slope (%) = 0.01 0.00 0.00 N-Value = .013 .013 .013 Orif. Coeff. = 0.60 0.60 0.60 Multi -Stage = --- No No Tailwater Elevation = 0.00 ft Mote: All outflows hne been analyzed under inlet and outlet cone ol. Stage / Storage / Discharge Table Stage Storage Elevation Culy. A Cuiv. B Culy. C Weir A Weir B Weir C Discharge (ft) (cult) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.0 00 743.50 0.00 - --- -- --- -- 0.00 0.1 13 743.55 0.84 - - - - -- 0.84 0.1 26 743.60 3.38 - - - - - 3.38 0.2 39 743.65 4.14 - - - -- - 4.14 0.2 52 743.70 4.78 - - - - - 4.78 0.3 65 743.75 5.35 - - - - - 5.35 0.3 77 743.80 5.86 -- -- -- --- --- 5.86 0.4 90 743.85 6.33 - - - -- - 6.33 0.4 103 743.90 6.76 --- -- --- -- - 6.76 0.5 116 743.95 7.17 - - - -- --' 7.17 0.5 129 744.00 7.56 -- -- --- --- -- 7.56 0.6 237 744.10 8.29 - - - - - 8•29 0.7 345 744.20 8.95 - -- --- -- -' B'95 0.8 454 744.30 9.57 - - - - - 9.57 0.9 562 744.40 10.15 - --- --- --- -- 10.15 1.0 670 744.50 10.70 -- - - - - 10.70 1.1 778 744.60 11.22 -- --- -- -- -- 11.22 1.2 886 744.70 11.72 - - - - - 11.72 1.3 995 744.80 12.19 - - - --- -- 12.19 1.4 1,103 744.90 12.65 - --- -- --- - 12.65 1.5 1,211 745.00 13.10 - -- - --- - 13.10 1.6 1,461 745.10 13.53 - -- - -- - 13.53 1.7 1,711 745.20 13.95 - -- -- - - 13.95 1.8 1,961 745.30 14.35 - - - --- -- 14.35 1.9 2,211 745.40 14.74 --- --- --- - -- 14.74 2.0 2,461 745.50 15.13 - --- - --- -- 15.13 Continues on next page... Sanitary Sewer Cutwerts Page 2 Stage / Storage / Discharge Table Stage Storage i;ievation Cuiv. A Cuiv. B Cuiv. -C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 2.1 2,711 745.60 15.86 - -- - - -- 15.66 2.2 2,961 745.70 16.57 - - - - - 16.57 2.3 3,211 745.80 17.24 - - -- - 17.24 2.4 3,461 745.90 17.89 - - -- -- - 1 T.89 2.5 3,711 746.00 18.52 - -- -- -- - 18.52 2.6 4,115 746.10 19:13 - - -- - - 19.13 2.7 4,519 746.20 19.72 - - --- - - 19.72 2.8 4,923 746.30 20.29 -- - -- -- -- 20.29 2.9 5,327 746.40 20.85 - - - - - 20.85 3.0 5,732 746.50 21.39 - - - - -- 21.39 3.1 6,136 746.60 21.92 - --- - - - 21.92 3.2 6,540 746.70 22.43 - - - --- - 22.43 3.3 6,944 746.80 22.94 - - - - - 22•94 3.4 7,348 746.90 23.43 - -- - -- --- Za.43 3.5 7,752 747.00 23.91 - - - - -- 23.91 3.6 8,407 747.10 24.39 - - - - - 24.39 3.7 9,063 747.20 24.46 - --- - -- - 24.46 3.8 9,718 747.30 25.17 - - --- -- - 25.17 3.9 10,373 747.40 25.76 - - - - - 25.76 4.0 11,028 T47.50 26.20 - __ __ __ - 26.20 4.1 11,684 747.60 26.63 - -- -- -- - 26.63 4.2 12,339 747.70 2TO67 - - - -- - 2T.06 4.3 12,994 747.80 27.47 - - - - - 27.47 4.4 13,650 747.90 27.89 - -- --- --- -- 27.89 4.5 14,305 748.00 28.30 - - - - - 28.30 4.6 15,215 748.10 28.70 - -- - -- -- 28:70 4.7 16,126 748.20 29.09 - - - - -- 29.09 4.8 17,036 748.30 29.48 - - - -- -- 29.48 4.9 17,947 748.40 29.87 - - -- -- - 29.87 5.0 18,857- 748.50 30.25 -- --- - -- - 30.25 5.1 19,767 748.60 30.62 - - -- - - 30.62 5.2 20,678 748.70 31.00 - - - --- --- 31.00 5.3 21,588 748.80 31.36 - --- --- -- - 31.36 5.4 22,499 748.90 31.73 - - -- -- --- 31.73 5.5 23,409 749.00 32.08 -- --- - -- -- 32.08 Stage / Discharge 6 5 I 4 Stage (ft) 3 i 2 1 i 00 10 20 30 40 Discharge (cfs) Stage / Storage 6 � 5- 4- Stage (ft) 3 2 I 1 00 5000 10000 15000 20000 25000 Storage (cult) Hydrograph Report Page 1 Hyd. No. 15 2-yr San. Sew. Culvt Hydrograph type = Reservoir Peak discharge = 17.96 cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyd. No. = 4 Reservoir name = Sanitary Sewer Max. Elevation = 745.91 ft Max. Storage = 3,488 cuft Storage Mication method used. Hydrograph Discharge Table Time Inflow Elevation (hrs) (cfs) (ft) 0.15 14.28 744.50 0.17 15.86 744.71 0.18 17.45 744.95 0.20 19.03 745.10 0.22 20.62 745.24 0.23 22.21 745.41 0.25 23.79 << 745.60 0.27 22.21 745.75 0.28 20.62 745.85 0.30 19.03 745.90 0.32 17.45 745.91 << 0.33 15.86 745.88 0.35 14.28 745.82 0.37 12.69 745.73 0.38 11.10 745.63 0.40 9.52 745.50 0.42 7.93 745.35 0.43 6.34 745.18 0.45 4.76 744.98 0.47 3.17 744.54 ... End Total Volume = 21,445 cuft, 0.492 acft Cult'. A Cuiv. B Culy. C Weir A Weir B Weir C Outflow (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 10.68 -- ----- --- --- ---- 10.68 11.77 --- ---- --- ----- 11.77 12.88 --- ---- ----- -- ----- 12.88 13.53 ---- ---- ---- ---- --- 13.53 14.12 -- --- ---- --- ---- 14.12 14.78 -- ----- --- ---- 14.78 15.83 - -- ---- ----- ---- ----- 15.83 16.93 ----- --- --- 16.93 17.59 -- - - - -- 17.59 17.92 ---- ---- ---- - --- 17.92 17.96 - --- --- --- --- 17.96 << 17.77 --- ----- ---- ----- ---- 17.77 17.38 - -- ---- --- - 17.38 16.80 -- ---- ---- ---- ---- 16.80 16.05 -- ----- --- --- ----- 16.05 15.12 ----- ----- ---- ----- ---- 15.12 14.56 -- ---- -- --- ---- 14.56 13.87 -- ---- -- --- -- 13.87 13.03 --- ---- --- ---- --- 13.03 10.91 ----- ----- ----- --- ----- 10.91 e,. Hydrograph Report Pegs 1 Hyd. No. 14 10-yr San. Sew. Culvt Hydrograph type = Reservoir Peak discharge = 22.68 cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyd. No. = 5 Reservoir name = Sanitary Sewer Max. Elevation = 746.75 ft Max. Storage = 6,739 cuft Storage W"tton method used. Total Volume = 30,045 tuft, 0.690 acft Hydrograph Discharge Table Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (efs) (cfs) (cfs) (cfs) (cfs) 0.12 15.57 744.53 10.88 - -- ---- -- ---- 10.88 0.13 17.79 744.82 12.28 ----- ---- ---- -- ----- 12.28 0.15 20.02 745.07 13.39 -- ----- --- -- --- 13.39 0.17 22.24 745.24 14.12 --- ----- --- --- ---- 14.12 0.18 24.47 745.46 14.96 --- -- -- --- ---- 14.96 0.20 26.69 745.69 16.51 ---- ---- --- ----- ---- 16.51 0.22 28.91 745.94 18.16 --- ----- -__-- -- ---- 18.16 0.23 31.14 746.13 19.32 --- -- ---- --- ---- 19.32 0.25 33.36 << 746.32 20.38 --- -- - -- ---- 20.38 0.27 31.14 746.49 21.31 --- ---- __- _- _-__ 21.31 0.28 28.91 746.61 21.97 - --- - - -- 21.97 0.30 26.69 746.69 22.40 - ----- -- - --- 22.40 0.32 24.47 746.74 22.63 - ---- ---- - ---- 22.63 0.33 22.24 746.75 << 22.68 ---- ----- ---- ---- ----- 22.68 << 0.35 20.02 746.73 22.57 -- ----- ---- --- ---- 22.57 0.37 17.79 746.67 22.30 --- --- --- -- ---- 22.30 0.38 15.57 746.59 21.89 - ----- ----- -- ----- 21.89 0.40 13.34 746.49 21.33 --_ ____ __- -_ __-- 21.33 0.42 11.12 746.36 20.62 --- ---- ----- ---- ----- 20.62 0.43 8.90 746.21 19.76 - --- ---- --- --- 19.76 0.45 6.67 746.04 18.75 --- --- ---- ---- 18.75 0.47 4.45 745.76 17.00 ----- ----- ---- --- ---- 17.00 0.48 2.22 745.46 14.98 - ---- ----- --- ---- 14.98 0.50 0.00 745.14 13.71 --- ----- -- --- - 13.71 0.52 0.00 744.63 11.39 - -- -- --- ---- 11.39 ... End Hydrograph Report Page 1 Hyd. No. 13 100-yr San. Sew. Culvt Hydrograph type = Reservoir Peak discharge = 27.45 Us Storm frequency = 100 yrs Time interval = 1 min Inflow hyd. No. = 6 Reservoir name = Sanitary Sewer Max. Elevation = 747.79 ft Max. Storage = 12,952 cult stogy Wi"Uon mWJ)od usad. Total Volume = 42,664 cult, 0.979 acft Hydrograph Discharge Table Time Inflow Elevation Culy. A Cuiv. B Culy. C Weir A Weir B Weir C Outflow (hrs) (efs) (tt) (cfs) (afs) (cfs) (afs) (afs) (cfs) (cfs) 0.08 15.77 744.43 10.31 -- --- -- -- ---- 10.31 0.10 18.92 744.77 12.06 --- ---- --- -- --- 12.06 0.12 22.07 745.09 13.47 -- -- --- -- ----- 13.47 0.13 25.22 745.32 14.43 --- --- -- - --- 14.43 0.15 28.38 745.60 15.86 ---- ---- --- - ---- 15.86 0.17 31.53 745.91 17.97 ----- --- --- ---- ----- 17.97 0.18 34.68 746.16 19.48 ---- --- --- --- ----- 19.48 0.20 37.84 746.40 20.84 - --- --- - ---- 20.84 0.22 40.99 746.66 22.25 --- -- --- --- ---- 22.25 0.23 44.14 746.95 23.69 --- --- --- -- ---- 23.69 0.25 47.30 << 747.17 24.44 --- - --- -- ---- 24.44 0.27 44.14 747.36 25.52 - ---- -- - ---- 25.52 0.28 40.99 747.51 26.25 ---- --- -- -- ---- 26.25 0.30 37.84 747.63 26.76 ---- --- ---- - -- ----- 26.76 0.32 34.68 747.72 27.12 -- ----- ---- ---- ----- 27.12 0.33 31.53 747.77 27.35 -- -- -- -- ---- 27.35 0.35 28.38 747.79 << 27.45 -- ----- ----- -- ---- 27.45 << 0.37 25.22 747.79 27.42 ---- -- -- ----- -- ----- 27.42 0.38 22.07 747.75 27.28 ---- --- --- -- ---- 27.28 0.40 18.92 747.69 27.02 -- --- - - ----- 27.02 0.42 15.77 747.61 26.65 --- ----- ----- ----- ---- 26.65 0.43 12.61 747.49 26.17 ---- ---- ---- --- ---- 26.17 0.45 9.46 747.36 25.51 --- ---- -- --- --- 25.51 0.47 6.31 747.20 24.47 ---- --- ---- -- ---- 24.47 0.48 3.15 747.02 24.02 ----- - -- -- --- 24.02 0.50 0.00 746.72 22.51 --- ----- --- ---- ---- 22.51 0.52 0.00 746.39 20.81 -- ---- - --- ---- 20.81 0.53 0.00 746.10 19.11 -- - - -- ---- 19.11 0.55 0.00 745.73 16.75 ---- --- - ----- ---- ----- 16.75 0.57 0.00 745.35 14.55 ---- ----- --- ---- ---- 14.55 0.58 0.00 745.02 13.18 ---- --- -- ----- ----- 13.18 0.60 0.00 744.40 10.13 - --- --- - ---- 10.13 ... End Stormwater Management Computations Area B Calculations Greenway Engineering Page 12 Hydrograph Summary Report Page 1 Hyd. No. Hydrograph type (origin) Peak flow (cfs) Time Interval (min) Time to peak (min) Volume (tuft) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (tuft) Hydrograph description 1 SCS Runoff 8.58 2 720 21,077 2 ---- ------ ------ Area 2 - 2 Year Pr 2 SCS Runoff 13.06 2 720 30,238 2 ---- ------ ------ Area 2 - 2 yr post 4 SCS Runoff 25.90 2 720 59,325 10 ---- ------ ------ Area 2 - 10 Year P 5 SCS Runoff 32.58 2 718 74,539 10 ---- ------ ------ Area 2 - 10 yr pos 7 SCS Runoff 46.10 2 718 105,451 100 ---- ------ ------ Area 2 - 100 Year 8 SCS Runoff 54.44 2 718 125,061 100 ---- ------ ------ Area 2 - 100 yr po 10 Reservoir 6.70 2 726 30,238 2 2 738.00 6,874 pond - 2 yr 11 Reservoir 9.62 2 728 74,539 10 5 739.11 22,267 Pond - 10 yr 12 Reservoir 21.34 2 726 125,061 100 8 740.17 39,281 pond - 100 yr 14 SCS Runoff 42.80 2 718 97,952 25 ---- ------ ------ SED Area25 YR ro 15 Reservoir 13.56 2 728 97,952 25 14 740.12 35,154 SEDBASIN 25 YR Proj. file: 2328faithBC.GPW OF file: Sample.idf Run date: 08-15-2001 Reservoir Report page , English Reservoir No. 1 - Pond Pond Data Pond storage is based on known contour areas Stage / Storage Table Stage ft 0.00 1.80 3.80 5.80 Elevation ft 736.20 738.00 740.00 742.00 Contour area sqft 1,000 6,640 21,200 33,900 Incr. Storage Total storage cult cuft 0 0 6,876 6,876 27,840 34,716 55,100 89,816 Culvert / Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise in = 30.0 18.0 0.0 0.0 Crest Len ft = 12.6 30.0 0.0 0.0 Span in = 30.0 18.0 0.0 0.0 Crest El. ft = 740.00 740.00 0.00 0.00 No. Barrels = 1 1 0 0 Weir Coeff. = 3.00 3.00 0.00 0.00 Invert El. ft = 736.20 736.20 0.00 0.00 Eqn. Exp. = 1.50 1.50 0.00 0.00 Length ft = 40.0 0.0 0.0 0.0 Multi -Stage = Yes No No No Slope % = 0.50 0.00 0.00 0.00 N-Value = .013 .013 .000 .000 Orif. Coeff. = 0.60 0.60 0.00 0.00 Multi -Stage = ----- Yes No No Tailwater Elevation = 0.00 ft Note: NI outflows have boon analyzed under Inlet and outlet control. Stage / Storage / Discharge Table Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.00 0 736.20 0.00 0.00 --- --- 0.00 0.00 --- --- 0.00 1.80 6,876 738.00 10.26 6.70 --- --- 0.00 0.00 --- --- 6.70 3.80 34,716 740.00 35.31 11.57 --- --- 0.00 0.00 --- --- 11.57 5.80 89,816 742.00 50.41 0.00 --- --- 106.66 254.56 --- --- 304.97 Pond 742.0 7ql• -raa op 740.8 0 739.6 a 738.4 w 737.2 736.0 0 20000 40000 60000 80000 100000 Storage (cuft) t3i2M Q oo �40. Z 738 � Hydrograph Report Page 1 English Hyd. No. 10 pond - 2 yr Hydrograph t e = Reservoir type Peak discharge = 6.70 cfs Storm frequency = 2 yrs Time interval = 2 min Inflow hyd. No. = 2 Reservoir name = Pond Max. Elevation = 738.00 ft Max. Storage = 6,874 cuft Storage Indication method used. Total Volume = 30,238 cuft Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 11.60 0.48 736.27 0.09 0.07 ----- ----- ----- ----- ----- ----- 0.07 11.63 0.67 736.28 0.11 0.09 ----- ----- ----- ----- ----- ----- 0.09 11.67 0.96 736.30 0.14 0.12 ----- ----- ----- ----- ----- ----- 0.12 11.70 1.34 736.34 0.18 0.15 ----- ----- ----- ----- ----- ----- 0.15 11.73 1.84 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 11.77 2.45 736.44 0.46 0.37 ----- ----- ----- ----- ----- ----- 0.37 11.80 3.28 736.51 0.74 0.59 ----- ----- ----- ----- ----- ----- 0.59 11.83 4.46 736.61 1.20 0.91 ----- ----- ----- ----- ----- ----- 0.91 11.87 6.13 736.74 1.92 1.35 ----- ----- ---; - ----- ----- ----- 1.35 11.90 8.36 736.92 2.89 2.13 ----- ----- ----- ----- ----- ----- 2.13 11.93 10.83 737.13 4.35 3.23 ----- ----- ----- ----- ----- ----- 3.23 11.97 12.72 737.38 6.20 4.44 ----- ----- ----- ----- ----- ----- 4.44 12.00 13.06 << 737.63 7.76 5.48 ----- ----- ----- ----- ----- ----- 5.48 12.03 11.61 737.83 9.20 6.23 ----- ----- ----- ----- . ----- ----- 6.23 12.07 9.16 737.96 10.00 6.58 ----- ----- ----- ----- ----- ----- 6.58 12.10 6.62 738.00 << 10.26 6.70 ----- ----- ----- ----- ----- ----- 6.70 << 12.13 4.56 737.97 10.04 6.60 ----- ----- ----- ----- ----- ----- 6.60 12.17 3.18 737.88 9.51 6.37 ----- ----- ----- ----- ----- ----- 6.37 12.20 2.50 737.78 8.81 6.03 ----- ----- ----- ----- ----- ----- 6.03 12.23 2.26 737.67 8.03 5.62 ----- ----- ----- ----- ----- ----- 5.62 12.27 2.18 737.57 7.41 5.27 ----- ----- ----- ----- ----- ----- 5.27 12.30 2.09 737.48 6.88 4.96 ----- ----- ----- ----- ----- ----- 4.96 12.33 2.00 737.39 6.27 4.50 ----- ----- ----- ----- ----- ----- 4.49 12.37 1.91 737.32 5.71 4.05 ----- ----- ----- ----- ----- ----- 4.05 12.40 1.82 737.25 5.24 3.72 ----- ----- ----- ----- ----- ----- 3.72 12.43 1.72 737.20 4.82 3.49 ----- ----- ----- ----- ----- ----- 3.49 12.47 1.63 737.14 4.43 3.27 ----- ----- ----- ----- ----- ----- 3.27 12.50 1.53 737.09 4.07 3.06 ----- ----- ----- ----- ----- ----- 3.06 12.53 1.43 737.05 3.76 2.82 ----- ----- ----- ----- ----- ----- 2.82 12.57 1.35 737.01 3.49 2.60 ----- ----- ----- ----- ----- ----- 2.60 12.60 1.28 736.97 3.24 2.40 ----- ----- ----- ----- ----- ----- 2.40 12.63 1.22 736.94 3.02 2.23 ----- ----- ----- ----- ----- ----- 2.23 12.67 1.19 736.91 2.83 2.08 ----- ----- ----- ----- ----- ----- 2.08 12.70 1.16 736.88 2.68 1.96 ----- ----- ----- ----- ----- ----- 1.96 12.73 1.13 736.85 2.55 1.85 ----- ----- ----- ----- ----- ----- 1.85 12.77 1.11 736.83 2.43 1.76 ----- . ----- ----- ----- ----- ----- 1.76 Continues on next page... I pond - 2 yr Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.80 1.09 736.81 2.32 1.67 ----- ----- ----- ----- ----- ----- 1.67 12.83 1.07 736.80 2.22 1.59 ----- ----- ----- ----- ----- ----- 1.59 12.87 1.05 736.78 2.13 1.52 ----- ----- ----- ----- ----- ----- 1.52 12.90 1.02 736.77 2.05 1.46 ----- ----- ----- ----- ----- ----- 1.46 12.93 1.00 736.75 1.98 1.40 ----- ----- ----- ----- ----- ----- 1.40 12.97 0.98 736.74 1.91 1.35 ----- ----- ----- ----- ----- ----- 1.35 13.00 0.96 736.73 1.85 1.31 ----- ----- ----- ----- ----- ----- 1.31 13.03 0.93 736.72 1.79 1.27 ----- ----- ----- ----- ----- ----- 1.27 13.07 0.91 736.71 1.73 1.24 ----- ----- ----- ----- ----- ----- 1.24 13.10 0.89 736.70 1.68 1.20 ----- ----- ----- ----- ----- ----- 1.20 13.13 0.88 736.69 1.62 1.17 ----- ----- ----- ----- ----- ----- 1.17 13.17 0.86 736.68 1.58 1.14 ----- ----- ----- ----- ----- ----- 1.14 13.20 0.85 736.67 1.53 1.11 ----- ----- ----- ----- ----- ----- 1.11 13.23 0.84 736.66 1.49 1.08 ----- ----- ----- ----- ----- ----- 1.08 13.27 0.83 736.66 1.44 1.06 ----- ----- ----- ----- ----- ----- 1.06 13.30 0.81 736.65 1.41 1.03 ----- ----- ----- ----- ----- ----- 1.03 13.33 0.80 736.64 1.37 1.01 ----- ----- ----- ----- ----- ----- 1.01 13.37 0.79 736.64 1.33 0.99 ----- ----- ----- ----- ----- - - - 0.99 13.40 0.78 736.63 1.30 0.97 - --- ----- ----- ----- ----- ----- 0.97 13.43 0.76 736.62 1.27 0.95 ----- ----- ----- ----- ----- ----- 0.95 13.47 0.75 736.62 1.24 0.93 ----- ----- ----- ----- ----- ----- 0.93 13.50 0.74 736.61 1.21 0.91 ----- ----- ----- ----- ----- ----- 0.91 13.53 0.73 736.61 1.18 0.89 ----- ----- ----- ----- ----- ----- 0.89 13.57 0.71 736.60 1.15 0.87 ----- ----- ----- ----- ----- ----- 0.87 13.60 0.70 736.60 1.12 0.86 ----- ----- ----- ----- ----- ----- 0.86 13.63 0.69 736.59 1.09 0.84 ----- ----- ----- ----- ----- ----- 0.84 13.67 0.68 736.59 1.07 0.83 ----- ----- ----- ----- ----- ----- 0.83 13.70 0.67 736.58 1.04 0.81 ----- ----- ----- - ----- ----- ----- 0.81 13.73 0.66 736.58 1.02 0.80 ----- ----- ----- ----- ----- ----- 0.80 13.77 0.65 736.58 1.00 0.78 ----- ----- ----- ----- ----- ----- 0.78 13.80 0.65 736.57 0.98 0.77 ----- ----- ----- ----- ----- ----- 0.77 13.83 0.64 736.57 0.96 0.76 ----- ----- ----- ----- ----- ----- 0.76 13.87 0.63 736.56 0.94 0.74 ----- ----- ----- ----- ----- ----- 0.74 13.90 0.62 736.56 0.92 0.73 ----- ----- ----- ----- ----- ----- 0.73 13.93 0.61 736.56 0.90 0.72 ----- ----- ----- ----- ----- ----- 0.72 13.97 0.60 736.55 0.89 0.71 ----- ----- ----- ----- ----- ----- 0.71 14.00 0.59 736.55 0.87 0.70 ----- ----- ----- ----- ----- ----- 0.70 14.03 0.58 736.55 0.86 0.69 ----- ----- ----- ----- ----- ----- 0.69 14.07 0.57 736.54 0.85 0.68 ----- ----- ----- ----- ----- ----- 0.68 14.10 0.57 736.54 0.84 0.67 ----- ----- ----- ----- ----- ----- 0.67 14.13 0.56 736.54 0.82 0.66 ----- ----- ----- ----- ----- ----- 0.66 14.17 0.56 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 14.20 0.55 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 14.23 0.55 736.53 0.79 0.64 ----- ----- ----- ----- ----- ----- 0.64 14.27 0.55 736.53 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 14.30 0.54 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 14.33 0.54 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 14.37 0.54 736.52 0.75 0.61 ----- ----- ----- ----- ----- ----- 0.61 14.40 0.53 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 Continues on next page... pond - 2 yr Hydrograph Discharge Table Page 3 Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 14.43 0.53 736.51 0.74 0.59 ----- ----- ----- ----- ----- ----- 0.59 14.47 0.53 736.51 0.73 0.59 ----- ----- ----- ----- ----- ----- 0.59 14.50 0.52 736.51 0.72 0.58 ----- ----- ----- ----- ----- ----- 0.58 14.53 0.52 736.51 0.72 0.58 ----- ----- ----- ----- ----- ----- 0.58 14.57 0.52 736.51 0.71 0.57 ----- ----- ----- ----- ----- ----- 0.57 14.60 0.52 736.51 0.70 0.57 ----- ----- ----- ----- ----- ----- 0.57 14.63 0.51 736.50 0.70 0.56 ----- ----- ----- ----- ----- ----- 0.56 14.67 0.51 736.50 0.69 0.56 ----- ----- ----- ----- ----- ----- 0.56 14.70 0.51 736.50 0.69 0.55 ----- ----- ----- ----- ----- ----- 0.55 14.73 0.50 736.50 0.68 0.55 ----- ----- ----- ----- ----- ----- 0.55 14.77 0.50 736.50 0.68 0.55 ----- ----- ----- ----- ----- ----- 0.55 14.80 0.50 736.50 0.67 0.54 ----- ----- ----- ----- ----- ----- 0.54 14.83 0.49 736.49 0.67 0.54 ----- ----- ----- ----- ----- ----- 0.54 14.87 0.49 736.49 0.66 0.53 ----- ----- ----- ----- ----- ----- 0.53 14.90 0.49 736.49 0.66 0.53 ----- ----- ----- ----- ----- ----- 0.53 14.93 0.48 736.49 0.65 0.53 ----- ----- ----- ----- ----- ----- 0.53 14.97 0.48 736.49 0.65 0.52 ----- ----- ----- ----- ----- ----- 0.52 15.00 0.48 736.49 0.64 0.52 ----- ----- ----- ----- ----- ----- 0.52 15.03 0.47 736.49 0.64 0.51 ----- ----- ----- ----- ----- ----- 0.51 15.07 0.47 736.49 0.63 0.51 ----- ----- ----- ----- ----- ----- 0.51 15.10 0.47 736.48 0.63 0.51 ----- ----- ----- ----- ----- ----- 0.51 15.13 0.46 736.48 0.62 0.50 ----- ----- ----- ----- ----- ----- 0.50 15.17 0.46 736.48 0.62 0.50 ----- ----- ----- ----- ------ ----- 0.50 15.20 0.46 736.48 0.61 0.50 ----- ----- ----- ----- ----- ----- 0.50 15.23 0.45 736.48 0.61 0.49 ----- ----- ----- ----- ----- ----- 0.49 15.27 0.45 736.48 0.60 0.49 ----- ----- ----- ----- ----- ----- 0.49 15.30 0.45 736.48 0.60 0.49 ----- ----- ----- ----- ------ ----- 0.49 15.33 0.44 736.48 0.60 0.48 ----- ----- ----- ----- ------ ----- 0.48 15.37 0.44 736.47 0.59 0.48 ----- ----- ----- ----- ----- ----- 0.48 15.40 0.44 736.47 0.59 0.48 ----- ----- ----- ----- ----- ----- 0.48 15.43 0.43 736.47 0.58 0.47 ----- ----- ----- ----- ----- ----- 0.47 15.47 0.43 736.47 0.58 0.47 ----- ----- ----- ----- ----- ----- 0.47 15.50 0.43 736.47 0.57 0.46 ----- ----- ----- ----- ----- ----- 0.46 15.53 0.42 736.47 0.57 0.46 ----- ----- ----- ----- ----- ----- 0.46 15.57 0.42 736.47 0.56 0.46 ----- ----- ----- ----- ----- ----- 0.46 15.60 0.42 736.47 0.56 0.45 ----- ----- ----- ----- ----- ----- 0.45 15.63 0.41 736.47 0.56 0.45 ----- ----- ----- ----- ----- ----- 0.45 15.67 0.41 736.46 0.55 0.45 ----- ----- ----- ----- ----- ----- 0.45 15.70 0.41 736.46 0.55 0.44 ----- ----- ----- ----- -- - ----- 0.44 15.73 0.40 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 15.77 0.40 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 15.80 0.40 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 15.83 0.39 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 15.87 0.39 736.46 0.52 0.43 ----- ----- ----- ----- ----- ----- 0.43 15.90 0.39 736.46 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 15.93 0.38 736.45 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 15.97 0.38 736.45 0.51 0.42 ----- ----- ----- ----- ----- ----- 0.42 16.00 0.38 736.45 0.51 0.41 ----- ----- ----- ----- ----- ----- 0.41 16.03 0.37 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 Continues on next page... pond - 2 yr Page 4 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Clv C Civ D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 16.07 0.37 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 16.10 0.37 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 16.13 0.37 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 16.17 0.36 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 16.20 0.36 736.45 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 16.23 0.36 736.44 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 16.27 0.36 736.44 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 16.30 0.36 736.44 0.47 0.39 ----- ----- ----- ----- ----- ----- 0.39 16.33 0.36 736.44 0.47 0.38 ----- ----- ----- ----- ----- ----- 0.38 16.37 0.36 736.44 0.47 0.38 ----- ----- ----- ----- ----- ----- 0.38 16.40 0.36 736.44 0.46 0.38 ----- ----- ----- ----- ----- ----- 0.38 16.43 0.35 736.44 0.46 0.38 ----- ----- ----- ----- ----- ----- 0.38 16.47 0.35 736.44 0.46 0.37 ----- ----- ----- ----- ----- ----- 0.37 16.50 0.35 736.44 0.46 0.37 ----- ----- ----- ----- ----- ----- 0.37 16.53 0.35 736.44 0.45 0.37 ----- ----- ----- ----- ----- ----- 0.37 16.57 0.35 736.44 0.45 0.37 ----- ----- ----- ----- ----- ----- 0.37 16.60 0.35 736.44 0.45 0.37 ----- ----- ----- ----- ----- ----- 0.37 16.63 0.35 736.44 0.45 0.37 ----- ----- ----- ----- ----- ----- 0.37 16.67 0.35 736.44 0.44 0.36 ----- ----- ----- ----- ----- ----- 0.36 16.70 0.34 736.43 0.44 0.36 ----- ----- ----- ----- ----- ----- 0.36 16.73 0.34 736.43 0.44 0.36 ----- ----- ----- ----- ----- ----- 0.36 16.77 0.34 736.43 0.44 0.36 ----- ----- ----- ----- ----- ----- 0.36 16.80 0.34 736.43 0.44 0.36 - ----- ----- ----- ----- ----- ----- 0.36 16.83 0.34 736.43 0.43 0.36 ----- ----- ----- ----- ----- ----- 0.36 16.87 0.34 736.43 0.43 0.35 ----- ----- ----- ----- ----- ----- 0.35 16.90 0.34 736.43 0.43 0.35 ----- ----- ----- ----- ----- ----- 0.35 16.93 0.34 736.43 0.43 0.35 ----- ----- ----- ----- ----- ----- 0.35 16.97 0.34 736.43 0.43 0.35 ----- ----- ----- ----- ----- ----- 0.35 17.00 0.33 736.43 0.42 0.35 ----- ----- ----- ----- ----- ----- 0.35 17.03 0.33 736.43 0.42 0.35 ----- ----- ----- ----- ----- ----- 0.35 17.07 0.33 736.43 0.42 0.35 ----- ----- ----- ----- ----- ----- 0.35 17.10 0.33 736.43 0.42 0.35 ----- ----- ----- ----- ----- ----- 0.35 17.13 0.33 736.43 0.42 0.34 ----- ----- ----- ----- ----- ----- 0.34 17.17 0.33 736.43 0.42 0.34 ----- ----- ----- ----- ----- ----- 0.34 17.20 0.33 736.43 0.41 0.34 ----- ----- ----- ----- ----- ----- 0.34 17.23 0.33 736.43 0.41 0.34 ----- ----- ----- ----- ----- ----- 0.34 17.27 0.32 736.43 0.41 0.34 ----- ----- ----- ----- ----- ----- 0.34 17.30 0.32 736.43 0.41 0.34 ----- ----- ----- ----- ----- ----- 0.34 17.33 0.32 736.43 0.41 0.34 ----- ----- ----- ----- ----- ----- 0.34 17.37 0.32 736.43 0.41 0.33 ----- ----- ----- ----- ----- ----- 0.33 17.40 0.32 736.43 0.41 0.33 ----- ----- ----- ----- ----- ----- 0.33 17.43 0.32 736.42 0.40 0.33 ----- ----- ----- ----- ----- ----- 0.33 17.47 0.32 736.42 0.40 0.33 ----- ----- ----- ----- ----- ----- 0.33 17.50 0.32 736.42 0.40 0.33 ----- ----- ----- ----- ----- ----- 0.33 17.53 0.32 736.42 0.40 0.33 ----- ----- ----- ----- ----- ----- 0.33 17.57 0.31 736.42 0.40 0.33 ----- ----- ----- ----- ----- ----- 0.33 17.60 0.31 736.42 0.40 0.33 ----- ----- ----- ----- ----- ----- 0.33 17.63 0.31 736.42 0.39 0.32 ----- ----- ----- ----- ----- ----- 0.32 17.67 0.31 736.42 0.39 0.32 ----- ----- ----- ----- ----- ----- 0.32 Continues on next page... pond - 2 yr Page 5 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 17.70 0.31 736.42 0.39 0.32 ----- ----- ----- ----- ----- ----- 0.32 17.73 0.31 736.42 0.39 0.32 ----- ----- ----- ----- ----- ----- 0.32 17.77 0.31 736.42 0.39 0.32 ----- ----- ----- ----- ----- ----- 0.32 17.80 0.31 736.42 0.39 0.32 ----- ----- ----- ----- ----- ----- 0.32 17.83 0.30 736.42 0.38 0.32 ----- ----- ----- ----- ----- ----- 0.32 17.87 0.30 736.42 0.38 0.32 ----- ----- ----- ----- ----- ----- 0.32 17.90 0.30 736.42 0.38 0.32 ----- ----- ----- ----- ----- ----- 0.32 17.93 0.30 736.42 0.38 0.31 ----- ----- ----- ----- ----- ----- 0.31 17.97 0.30 736.42 0.38 0.31 ----- ----- ----- ----- ----- ----- 0.31 18.00 0.30 736.42 0.38 0.31 ----- ----- ----- ----- ----- ----- 0.31 18.03 0.30 736.42 0.38 0.31 ----- ----- ----- ----- ----- ----- 0.31 18.07 0.30 736.42 0.37 0.31 ----- ----- ----- ----- ----- ----- 0.31 18.10 0.29 736.42 0.37 0.31 ----- ----- ----- ----- ----- ----- 0.31 18.13 0.29 736.42 0.37 0.31 ----- ----- ----- ----- ----- ----- 0.31 18.17 0.29 736.42 0.37 0.31 ----- ----- ----- ----- ----- ----- 0.31 18.20 0.29 736.42 0.37 0.30 ----- ----- ----- ----- ----- ----- 0.30 18.23 0.29 736.41 0.37 0.30 ----- ----- ----- ----- ----- ----- 0.30 18.27 0.29 736.41 0.36 0.30 ----- ----- ----- ----- ----- ----- 0.30 18.30 0.29 736.41 0.36 0.30 ----- ----- ----- ----- ----- ----- 0.30 18.33 0.29 736.41 0.36 0.30 ----- ----- ----- ----- ----- ----- 0.30 18.37 0.28 736.41 0.36 0.30 ----- ----- ----- ----- ----- ----- 0.30 18.40 0.28 736.41 0.36 0.30 ----- ----- ----- ----- ----- ----- 0.30 18.43 0.28 736.41 0.36 0.30 ----- ----- ----- ----- ----- ----- 0.30 18.47 0.28 736.41 0.35 0.29 ----- ----- ----- ----- ----- ----- 0.29 18.50 0.28 736.41 0.35 0.29 ----- ----- ----- ----- ----- ----- 0.29 18.53 0.28 736.41 0.35 0.29 ----- ----- ----- ----- ----- ----- 0.29 18.57 0.28 736.41 0.35 0.29 ----- ----- ----- ----- ----- ----- 0.29 18.60 0.28 736.41 0.35 0.29 ----- ----- ----- ----- ----- ----- 0.29 18.63 0.27 736.41 0.35 0.29 ----- ----- ----- ----- ----- ----- 0.29 18.67 0.27 736.41 0.34 0.29 ----- ----- ----- ----- ----- ----- 0.29 18.70 0.27 736.41 0.34 0.29 ----- ----- ----- ----- ----- ----- 0.29 18.73 0.27 736.41 0.34 0.28 ----- ----- ----- ----- ----- ----- 0.28 18.77 0.27 736.41 0.34 0.28 ----- ----- ----- ----- ----- ----- 0.28 18.80 0.27 736.41 0.34 0.28 ----- ----- ----- ----- ----- ----- 0.28 18.83 0.27 736.41 0.34 0.28 ----- ----- ----- ----- ----- ----- 0.28 18.87 0.27 736.41 0.34 0.28 ----- ----- ----- ----- ----- ----- 0.28 18.90 0.26 736.41 0.33 0.28 ----- ----- ----- ----- ----- ----- 0.28 18.93 0.26 736.41 0.33 0.28 ----- ----- ----- ----- ----- ----- 0.28 18.97 0.26 736.41 0.33 0.28 ----- ----- ----- ----- ----- ----- 0.28 19.00 0.26 736.40 0.33 0.27 ----- ----- ----- ----- ----- ----- 0.27 19.03 0.26 736.40 0.33 0.27 ----- ----- ----- ----- ----- ----- 0.27 19.07 0.26 736.40 0.33 0.27 ----- ----- ----- ----- ----- ----- 0.27 19.10 0.26 736.40 0.32 0.27 ----- ----- ----- ----- ----- ----- 0.27 19.13 0.26 736.40 0.32 0.27 ----- ----- ----- ----- ----- ----- 0.27 19.17 0.25 736.40 0.32 0.27 ----- ----- ----- ----- ----- ----- 0.27 19.20 0.25 736.40 0.32 0.27 ----- ----- ----- ----- ----- ----- 0.27 19.23 0.25 736.40 0.32 0.27 ----- ----- ----- ----- ----- ----- 0.27 19.27 0.25 736.40 0.32 0.26 ----- ----- ----- ----- ----- ----- 0.26 19.30 0.25 736.40 0.31 0.26 ----- ----- ----- ----- ----- ----- 0.26 Continues on next page... pond - 2 yr Hydrograph Discharge Table Page 6 Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 19.33 0.25 736.40 0.31 0.26 ----- ----- ----- ----- ----- ----- 0.26 19.37 0.25 736.40 0.31 0.26 ----- ----- ----- ----- ----- ----- 0.26 19.40 0.24 736.40 0.31 0.26 ----- ----- ----- ----- ----- ----- 0.26 19.43 0.24 736.40 0.31 0.26 ----- ----- ----- ----- ----- ----- 0.26 19.47 0.24 736.40 0.31 0.26 ----- ----- ----- ----- ----- ----- 0.26 19.50 0.24 736.40 0.30 0.25 ----- ----- ----- ----- ----- ----- 0.25 19.53 0.24 736.40 0.30 0.25 ----- ----- ----- ----- ----- ----- 0.25 19.57 0.24 736.40 0.30 0.25 ----- ----- ----- ----- ----- ----- 0.25 19.60 0.24 736.40 0.30 0.25 ----- ----- ----- ----- ----- ----- 0.25 19.63 0.24 736.40 0.30 0.25 ----- ----- ----- ----- ----- ----- 0.25 19.67 0.23 736.40 0.30 0.25 ----- ----- ----- ----- ----- ----- 0.25 19.70 0.23 736.40 0.29 0.25 ----- ----- ----- ----- ----- ----- 0.25 19.73 0.23 736.40 0.29 0.25 ----- ----- ----- ----- ----- ----- 0.25 19.77 0.23 736.39 0.29 0.24 ----- ----- ----- ----- ----- ----- 0.24 19.80 0.23 736.39 0.29 0.24 ----- ----- ----- ----- ----- ----- 0.24 19.83 0.23 736.39 0.29 0.24 ----- ----- ----- ----- ----- ----- 0.24 19.87 0.23 736.39 0.29 0.24 ----- ----- ----- ----- ----- ----- 0.24 19.90 0.22 736.39 0.28 0.24 ----- ----- ----- ----- ----- ----- 0.24 19.93 0.22 736.39 0.28 0.24 ----- ----- ----- ----- ----- ----- 0.24 19.97 0.22 736.39 0.28 0.24 ----- ----- ----- ----- ----- ----- 0.24 20.00 0.22 736.39 0.28 0.24 ----- ----- ----- ----- ----- ----- 0.24 20.03 0.22 736.39 0.28 0.23 ----- ----- ----- ----- ----- ----- 0.23 20.07 0.22 736.39 0.28 0.23 ----- ----- ----- ----- ----- ----- 0.23 20.10 0.22 736.39 0.27 0.23 ----- ----- ----- ----- ----- ----- 0.23 20.13 0.22 736.39 0.27 0.23 ----- ----- ----- ----- ----- ----- 0.23 20.17 0.22 736.39 0.27 0.23 ----- ----- ----- ----- ----- ----- 0.23 20.20 0.22 736.39 0.27 0.23 ----- ----- ----- ----- ----- ----- 0.23 20.23 0.22 736.39 0.27 0.23 ----- ----- ----- ----- ----- ----- 0.23 20.27 0.22 736.39 0.27 0.23 ----- ----- ----- ----- ----- ----- 0.23 20.30 0.22 736.39 0.27 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.33 0.22 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.37 0.22 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.40 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.43 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.47 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.50 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.53 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.57 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.60 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.63 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.67 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.70 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.73 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.77 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.80 0.21 736.39 0.25 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.83 0.21 736.39 0.25 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.87 0.21 736.38 0.25 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.90 0.21 736.38 0.25 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.93 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 Continues on next page... pond - 2 yr Page 7 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Civ C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 20.97 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.00 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.03 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.07 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.10 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.13 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.17 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.20 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.23 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.27 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.30 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.33 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.37 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.40 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.43 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.47 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.50 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.53 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.57 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.60 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.63 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.67 0.21 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.70 0.21 736.38 0.24 0.21 ----- - ----- ----- ----- ----- ----- 0.21 21.73 0.21 736.38 0.24 0.21 ----- ----- ----- ----- ----- - -- 0.21 21.77 0.21 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.80 0.21 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.83 0.21 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.87 0.20 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.90 0.20 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.93 0.20 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.97 0.20 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 22.00 0.20 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 22.03 0.20 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 22.07 0.20 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 22.10 0.20 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 22.13 0.20 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 22.17 0.20 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 22.20 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.21 22.23 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.27 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.30 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.33 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.37 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.40 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.43 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.47 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.50 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.53 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.57 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 Continues on next page... pond - 2 yr Hydrograph Discharge Table Page 8 Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 22.60 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.63 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.67 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.70 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.73 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.77 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.80 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.83 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.87 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.90 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.93 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.97 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.00 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.03 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.07 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.10 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.13 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.17 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.20 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.23 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.27 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.30 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.33 0.19 736.38 0.23 0.20 ----- ----- ----- ----- -=--- ----- 0.20 23.37 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.40 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.43 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.47 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.50 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.53 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.57 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.60 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.63 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.67 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.70 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.73 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.77 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.80 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.83 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.87 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.90 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.93 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.97 0.19 736.37 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 24.00 0.19 736.37 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 24.03 0.17 736.37 0.23 0.19 ----- ----- ----- ----- ----- ----- 0.19 24.07 0.14 736.37 0.23 0.19 ----- ----- ----- ----- ----- ----- 0.19 24.10 0.09 736.37 0.22 0.19 ----- ----- ----- ----- ----- ----- 0.19 24.13 0.06 736.37 0.22 0.19 ----- ----- ----- ----- ----- ----- 0.19 24.17 0.03 736.36 0.21 0.18 ----- ----- ----- ----- ----- ----- 0.18 24.20 0.01 736.36 0.21 0.18 ----- ----- ----- ----- ----- ----- 0.18 Continues on next page... pond - 2 yr Hydrograph Discharge Table Page 9 Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 24.23 0.00 736.35 0.20 0.17 ----- ----- ----- ----- ----- ----- 0.17 24.27 0.00 736.35 0.19 0.16 ----- ----- ----- ----- ----- ----- 0.16 24.30 0.00 736.34 0.19 0.16 ----- ----- ----- ----- ----- ----- 0.16 24.33 0.00 736.34 0.18 0.15 ----- ----- ----- ----- ----- ----- 0.15 24.37 0.00 736.33 0.17 0.15 ----- ----- ----- ----- ----- ----- 0.15 24.40 0.00 736.33 0.17 0.14 ----- ----- ----- ----- ----- ----- 0.14 24.43 0.00 736.32 0.16 0.14 ----- ----- ----- ----- ----- ----- 0.14 24.47 0.00 736.32 0.16 0.13 ----- ----- ----- ----- ----- ----- 0.13 24.50 0.00 736.32 0.15 0.13 ----- ----- ----- ----- ----- ----- 0.13 24.53 0.00 736.31 0.15 0.12 ----- ----- ----- ----- ----- ----- 0.12 24.57 0.00 736.31 0.14 0.12 ----- ----- ----- ----- ----- ----- 0.12 24.60 0.00 736.30 0.14 0.12 ----- ----- ----- ----- ----- ----- 0.12 24.63 0.00 736.30 0.13 0.11 ----- ----- ----- ----- ----- ----- 0.11 24.67 0.00 736.30 0.13 0.11 ----- ----- ----- ----- ----- ----- 0.11 24.70 0.00 736.29 0.12 0.10 ----- ----- ----- ----- ----- ----- 0.10 24.73 0.00 736.29 0.12 0.10 ----- ----- ----- ----- ----- ----- 0.10 24.77 0.00 736.29 0.11 0.10 ----- ----- ----- ----- ----- ----- 0.10 24.80 0.00 736.28 0.11 0.09 ----- ----- ----- ----- ----- ----- 0.09 24.83 0.00 736.28 0.11 0.09 ----- ----- ----- ----- ----- ----- 0.09 24.87 0.00 736.28 0.10 0.09 ----- ----- ----- ----- ----- ----- 0.09 24.90 0.00 736.28 0.10 0.08 ----- ----- ----- ----- ----- ----- 0.08 24.93 0.00 736.27 0.10 0.08 ----- ----- ----- ----- ----- ----- 0.08 24.97 0.00 '736.27 0.09 0.08 ----- ----- ----- ----- ----- ----- 0.08 25.00 0.00 736.27 0.09 0.08 ----- ----- ----- ----- ----- ----- 0.08 25.03 0.00 736.27 0.09 0.07 ----- ----- ----- ----- ----- ----- 0.07 25.07 0.00 736.26 0.08 0.07 ----- ----- ----- ----- ----- ----- 0.07 25.10 0.00 736.26 0.08 0.07 ----- ----- ----- ----- ----- ----- 0.07 ... End Hydrograph Report Page 1 Hyd. No. 11 Pond - 10 yr Hydrograph type Storm frequency Inflow hyd. No. Max. Elevation Storage Indication method used. = Reservoir = 10 yrs = 5 = 739.11 ft Hydrograph Discharge Table Peak discharge Time interval Reservoir name Max. Storage English = 9.62 cfs = 2 min = Pond = 22,267 cult Total Volume = 74,539 cuft Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 10.20 0.23 736.29 0.11 0.10 ----- ----- ----- ----- ----- ----- 0.10 10.23 0.25 736.29 0.12 0.10 ----- ----- ----- ----- ----- ----- 0.10 10.27 0.26 736.30 0.13 0.11 ----- ----- ----- ----- ----- ----- 0.11 10.30 0.27 736.30 0.13 0.11 ----- ----- ----- ----- ----- ----- 0.11 10.33 0.28 736.31 0.14 0.12 ----- ----- ----- ----- ----- ----- 0.12 10.37 0.29 736.31 0.15 0.12 ----- ----- ----- ----- ----- ----- 0.12 10.40 0.30 736.32 0.15 0.13 ----- ----- ----- ----- ----- ----- 0.13 10.43 0.32 736.32 0.16 0.14 ----- ----- ----- ----- ----- ----- 0.14 10.47 0.33 736.33 0.17 0.14 ----- ----- ----- ----- ----- ----- 0.14 10.50 0.34 736.33 0.17 0.15 ----- ----- ----- ----- ----- ----- 0.15 10.53 0.36 736.34 0.18 0.16 ----- ----- ----- ----- ----- ----- 0.16 10.57 0.37 736.35 0.19 0.16 ----- ----- ----- ----- ----- ----- 0.16 10.60 0.39 736.35 0.20 0.17 ----- ----- ----- ----- ----- ----- 0.17 10.63 0.40 736.36 0.21 0.18 ----- ----- ----- ----- ----- ----- 0.18 10.67 0.42 736.37 0.22 0.19 ----- ----- ----- ----- ----- ----- 0.19 10.70 0.44 736.37 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 10.73 0.46 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 10.77 0.48 736.39 0.27 0.23 ----- ----- ----- ----- ----- ----- 0.23 10.80 0.50 736.40 0.30 0.25 - - - ----- ----- ----- ----- ----- 0.25 10.83 0.53 736.41 0.33 0.28 ----- ----- ----- ----- ----- ----- 0.28 10.87 0.55 736.41 0.36 0.30 ----- ----- ----- ----- ----- ----- 0.30 10.90 0.57 736.42 0.39 0.32 ----- ----- ----- ----- ----- ----- 0.32 10.93 0.60 736.43 0.42 0.35 ----- ----- ----- ----- ----- ----- 0.35 10.97 0.62 736.44 0.45 0.37 ----- ----- ----- ----- ----- ----- 0.37 11.00 0.65 736.45 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 11.03 0.65 736.45 0.51 0.42 ----- ----- ----- ----- ----- ----- 0.42 11.07 0.65 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 11.10 0.66 736.47 0.56 0.46 ----- ----- ----- ----- ----- ----- 0.46 11.13 0.72 736.47 0.59 0.48 ----- ----- ----- ----- ----- ----- 0.48 11.17 0.78 736.48 0.62 0.50 ----- ----- ----- ----- ----- ----- 0.50 11.20 0.84 736.49 0.65 0.53 ----- ----- ----- ----- ----- ----- 0.53 11.23 0.91 736.50 0.69 0.56 ----- ----- ----- ----- ----- ----- 0.56 11.27 0.98 736.51 0.74 0.59 ----- ----- ----- ----- ----- ----- 0.59 11.30 1.04 736.53 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 11.33 1.10 736.54 0.83 0.67 ----- ----- ----- ----- ----- ----- 0.67 11.37 1.16 736.55 0.88 0.71 ----- ----- ----- ----- ----- ----- 0.71 Continues on next page... Pond - 10 yr Hydrograph Discharge Table Page 2 Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 11.40 1.22 736.57 0.95 0.75 ----- ----- ----- ----- ----- ----- 0.75 11.43 1.29 736.58 1.03 0.80 ----- ----- ----- ----- ----- ----- 0.80 11.47 1.35 736.60 1.12 0.86 ----- ----- ----- ----- ----- ----- 0.86 11.50 1.42 736.61 1.20 0.91 ----- ----- ----- ----- ----- ----- 0.91 11.53 1.57 736.63 1.30 0.97 ----- ----- ----- ----- ----- ----- 0.97 11.57 1.87 736.65 1.42 1.05 ----- ----- ----- ----- ----- ----- 1.05 11.60 2.41 736.69 1.60 1.16 ----- ----- ----- ----- ----- ----- 1.16 11.63 3.19 736.73 1.87 1.32 ----- ----- ----- ----- ----- ----- 1.32 11.67 4.24 736.81 2.27 1.63 ----- ----- ----- ----- ----- ----- 1.63 11.70 5.55 736.90 2.81 2.06 ----- ----- ----- ----- ----- ----- 2.06 11.73 7.09 737.02 3.61 2.70 ----- ----- ----- ----- ----- ----- 2.70 11.77 8.85 737.18 4.69 3.42 ----- ----- ----- ----- ----- ----- 3.42 11.80 11.09 737.37 6.11 4.37 ----- ----- ----- ----- ----- ----- 4.37 11.83 14.10 737.61 7.65 5.42 ----- ----- ----- ----- ----- ----- 5.42 11.87 18.19 737.93 9.82 6.50 ----- ----- ----- ----- ----- ----- 6.50 11.90 23.40 738.10 10.87 7.05 ----- ----- ----- ----- ----- ----- 7.05 11.93 28.84 738.26 11.72 7.51 ----- ----- ----- ----- ----- ----- 7.51 11.97 32.58 << 738.46 12.49 7.96 ----- ----- ----- ----- ----- ----- 7.96 12.00 32.49 738.67 13.96 8.54 ----- ----- ----- ----- ----- ----- 8.54 12.03 28.28 738.86 17.13 9.01 ----- ----- ----- ----- ----- ----- 9.01 12.07 21.93 739.00 20.29 9.36 ----- ----- ----- ----- ----- ----- 9.36 12.10 15.58 739.08 21.80 9.55 ----- ----- ----- ----- ----- ----- 9.55 12.13 10.56 739.11 << 22.36 9.62 ---=- ----- ----- ----- ----- ----- 9.62 << 12.17 7.28 739.10 22.25 9.61 ----- ----- ----- ----- ----- ----- 9.61 12.20 5.67 739.07 21.75 9.54 ----- ----- ----- ----- ----- ----- 9.54 12.23 5.11 739.04 21.09 9.46 ----- ----- ----- ----- ----- ----- 9.46 12.27 4.90 739.00 20.38 9.37 ----- ----- ----- ----- ----- ----- 9.37 12.30 4.69 738.96 19.48 9.27 ----- ----- ----- ----- ----- ----- 9.27 12.33 4.48 738.92 18.56 9.17 ----- ----- ----- ----- ----- ----- 9.17 12.37 4.27 738.88 17.62 9.06 ----- ----- ----- ----- ----- ----- 9.06 12.40 4.05 738.84 16.66 8.95 ----- ----- ----- - - - ----- ----- 8.95 12.43 3.83 738.80 15.72 8.84 ----- ----- ----- ----- ----- ----- 8.84 12.47 3.61 738.75 15.10 8.74 ----- ----- ----- ----- ----- ----- 8.74 12.50 3.39 738.71 14.46 8.62 ----- ----- ----- ----- ----- ----- 8.62 12.53 3.17 738.66 13.80 8.51 ----- ----- ----- ----- ----- ----- 8.51 12.57 2.97 738.61 13.14 8.40 ----- ----- ----- ----- ----- ----- 8.40 12.60 2.81 738.57 12.82 8.27 ----- ----- ----- ----- ----- ----- 8.27 12.63 2.69 738.52 12.67 8.13 ----- ----- ----- ----- ----- ----- 8.13 12.67 2.61 738.47 12.52 7.99 ----- ----- ----- ----- ----- ----- 7.99 12.70 2.54 738.43 12.38 7.86 ----- ----- ----- ----- ----- ----- 7.86 12.73 2.48 738.38 12.21 7.74 ----- ----- ----- ----- ----- ----- 7.74 12.77 2.43 738.34 12.02 7.65 ----- ----- ----- ----- ----- ----- 7.65 12.80 2.38 738.29 11.83 7.56 ----- ----- ----- ----- ----- ----- 7.56 12.83 2.33 738.25 11.65 7.48 ----- ----- ----- ----- ----- ----- 7.48 12.87 2.28 738.20 11.46 7.39 ----- ----- ----- ----- ----- ----- 7.39 12.90 2.23 738.16 11.21 7.24 ----- ----- ----- ----- ----- ----- 7.24 12.93 2.18 738.12 10.96 7.10 ----- ----- ----- ----- ----- ----- 7.10 12.97 2.13 738.08 10.71 6.95 ----- ----- ----- ----- ----- ----- 6.95 13_no 2.08 738.03 10.46 6.81 ----- ----- ----- ----- ----- ----- 6.81 Continues on next page... Pond - 10 yr Page 3 Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 13.03 2.03 737.98 10.12 6.64 ----- ----- ----- ----- ----- ----- 6.64 13.07 1.98 737.84 9.22 6.24 ----- ----- ----- ----- ----- ----- 6.24 13.10 1.94 737.71 8.33 5.78 ----- ----- ----- ----- ----- ----- 5.78 13.13 1.90 737.60 7.57 5.37 ----- ----- ----- ----- ----- ----- 5.37 13.17 1.87 737.49 6.98 5.02 ----- ----- ----- ----- ----- ----- 5.02 13.20 1.84 737.40 6.34 4.55 ----- ----- ----- ----- ----- ----- 4.55 13.23 1.81 737.32 5.75 4.08 ----- ----- ----- ----- ----- ----- 4.08 13.27 1.78 737.26 5.25 3.73 ----- ----- ----- ----- ----- ----- 3.73 13.30 1.75 737.20 4.83 3.49 ----- ----- ----- ----- ----- ----- 3.49 13.33 1.73 737.15 4.45 3.29 ----- ----- ----- ----- ----- ----- 3.29 13.37 1.70 737.10 4.11 3.10 --- ----- ----- ----- ----- ----- 3.10 13.40 1.67 737.06 3.84 2.88 ----- ----- ----- ----- ----- ----- 2.88 13.43 1.64 737.02 3.60 2.69 ----- ----- ----- ----- ----- ----- 2.69 13.47 1.61 736.99 3.40 2.53 ----- ----- ----- ----- ----- ----- 2.53 13.50 1.59 736.97 3.22 2.39 ----- ----- ----- ----- ----- ----- 2.39 13.53 1.56 736.94 3.06 2.26 ----- ----- ----- ----- ----- ----- 2.26 13.57 1.53 736.92 2.92 2.15 ----- ----- ----- ----- ----- ----- 2.15 13.60 1.51 736.90 2.82 2.07 ----- ----- ----- ----- ----- ----- 2.07 13.63 1.48 736.89 2.72 1.99 ----- ----- ----- ----- ----- ----- 1.99 13.67 1.46 736.87 2.64 1.92 ----- ----- ----- ----- ----- ----- 1.92 13.70 1.44 736.86 2.56 1.86 ----- ----- ----- ----- ----- ----- 1.86 13.73 1.42 736.84 2.49 1.81 ----- ----- ----- ----- ----- ----- 1.81 13.77 1.40 736.83 2.42 1.75 ----- ----- ----- ----- ----- ----- 1.75 13.80 1.38 736.82 2.36 1.71 ----- ----- ----- ----- ----- -- -- 1.71 13.83 1.36 736.81 2.31 1.66 ----- ----- ----- ----- ----- ----- 1.66 13.87 1.34 736.80 2.25 1.62 ----- ----- ----- ----- ----- ----- 1.62 13.90 1.32 736.79 2.20 1.58 ----- ----- ----- ----- ----- ----- 1.58 13.93 1.30 736.79 2.16 1.55 ----- ----- ----- ----- ----- ----- 1.55 13.97 1.28 736.78 2.12 1.51 ----- ----- ----- ----- ----- ----- 1.51 14.00 1.26 736.77 2.08 1.48 ----- ----- ----- ----- ----- ----- 1.48 14.03 1.24 736.76 2.04 1.45 ----- ----- ----- ----- ----- ----- 1.45 14.07 1.22 736.76 2.00 1.42 ----- ----- ----- ----- ----- ----- 1.42 14.10 1.20 736.75 1.97 1.39 ----- ----- ----- ----- ----- ----- 1.39 14.13 1.19 736.75 1.93 1.37 ----- ----- ----- ----- ----- ----- 1.37 14.17 1.18 736.74 1.90 1.34 ----- ----- ----- ----- ----- ----- 1.34 14.20 1.17 736.74 1.88 1.33 ----- ----- ----- ----- ----- ----- 1.33 14.23 1.16 736.73 1.85 1.31 ----- ----- ----- ----- ----- ----- 1.31 14.27 1.16 736.73 1.83 1.29 ----- ----- ----- ----- ----- ----- 1.29 14.30 1.15 736.72 1.80 1.28 ----- ----- ----- ----- ----- ----- 1.28 14.33 1.14 736.72 1.78 1.27 -- - ----- ----- ----- ----- ----- 1.27 14.37 1.14 736.71 1.76 1.25 ----- ----- ----- ----- ----- ----- 1.25 14.40 1.13 736.71 1.74 1.24 ----- ----- ----- ----- ----- ----- 1.24 14.43 1.12 736.71 1.72 1.23 ----- ----- ----- ----- ----- ----- 1.23 14.47 1.12 736.70 1.70 1.22 ----- ----- ----- ----- ----- ----- 1.22 14.50 1.11 736.70 1.69 1.21 ----- ----- ----- ----- ----- ----- 1.21 14.53 1.10 736.70 1.67 1.20 ----- ----- ----- ----- ----- ----- 1.20 14.57 1.10 736.70 1.65 1.19 ----- ----- ----- ----- ----- ----- 1.19 14.60 1.09 736.69 1.64 1.18 ----- ----- ----- ----- ----- ----- 1.18 14.63 1.08 736.69 1.62 1.17 ----- ----- ----- ----- ----- ----- 1.17 Continues on next page... Pond - 10 yr Page 4 Hydrograph Discharge Table Time Inflow Elevation Civ A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 14.67 1.07 736.69 1.61 1.16 ----- ----- ----- ----- ----- ----- 1.16 14.70 1.07 736.68 1.59 1.15 ----- ----- ----- ----- ----- ----- 1.15 14.73 1.06 736.68 1.58 1.14 ----- ----- ----- ----- ----- ----- 1.14 14.77 1.05 736.68 1.57 1.13 ----- ----- ----- ----- ----- ----- 1.13 14.80 1.05 736.68 1.55 1.12 ----- ----- ----- ----- ----- ----- 1.12 14.83 1.04 736.67 1.54 1.12 ----- ----- ----- ----- ----- ----- 1.12 14.87 1.03 736.67 1.53 1.11 ----- ----- ----- ----- ----- ----- 1.11 14.90 1.02 736.67 1.51 1.10 ----- ----- ----- ----- ----- ----- 1.10 14.93 1.02 736.67 1.50 1.09 ----- ----- ----- ----- ----- ----- 1.09 14.97 1.01 736.66 1.49 1.08 ----- ----- ----- ----- ----- ----- 1.08 15.00 1.00 736.66 1.47 1.08 ----- ----- ----- ----- ----- ----- 1.08 15.03 1.00 736.66 1.46 1.07 ----- ----- ----- ----- ----- ----- 1.07 15.07 0.99 736.66 1.45 1.06 ----- ----- ----- ----- ----- ----- 1.06 15.10 0.98 736.66 1.44 1.05 ----- ----- ----- ----- ----- ----- 1.05 15.13 0.97 736.65 1.42 1.05 ----- ----- ----- ----- ----- ----- 1.05 15.17 0.97 736.65 1.41 1.04 ----- ----- ----- ----- ----- ----- 1.04 15.20 0.96 736.65 1.40 1.03 ----- ----- ----- ----- ----- ----- 1.03 15.23 0.95 736.65 1.39 1.02 ----- ----- ----- ----- ----- ----- 1.02 15.27 0.95 736.64 1.38 1.02 ----- ----- ----- ----- ----- ----- 1.02 15.30 0.94 736.64 1.36 1.01 ----- ----- ----- ----- ----- ----- 1.01 15.33 0.93 736.64 1.35 1.00 ----- ----- ----- ----- ----- ----- 1.00 15.37 0.92 736.64 1.34 0.99 ----- ----- ----- ----- ----- ----- 0.99 15.40 0.92 736.64 1.33 0.99 ----- ----- ----- ----- ----- ----- 0.99 15.43 0.91 736.63 1.32 0.98 ----- ----- ----- ----- ----- ----- 0.98 15.47 0.90 736.63 1.30 0.97 ----- ----- ----- ----- ----- ----- 0.97 15.50 0.89 736.63 1.29 0.96 ----- ----- ----- ----- ----- ----- 0.96 15.53 0.89 736.63 1.28 0.96 ----- ----- ----- ----- ----- ----- 0.96 15.57 0.88 736.62 1.27 0.95- ----- ----- ----- ----- ----- ----- 0.95 15.60 0.87 736.62 1.26 0.94 ----- ----- ----- ----- ----- ----- 0.94 15.63 0.87 736.62 1.24 0.93 ----- ----- ----- ----- ----- ----- 0.93 15.67 0.86 736.62 1.23 0.93 ----- ----- ----- ----- ----- ----- 0.93 15.70 0.85 736.62 1.22 0.92 ----- ----- ----- ----- ----- ----- 0.92 15.73 0.84 736.61 1.21 0.91 ----- ----- ----- ----- ----- ----- 0.91 15.77 0.84 736.61 1.20 0.90 ----- ----- ----- ----- ----- ----- 0.90 15.80 0.83 736.61 1.18 0.90 ----- ----- ----- ----- ----- ----- 0.90 15.83 0.82 736.61 1.17 0.89 ----- ----- ----- ----- ----- ----- 0.89 15.87 0.81 736.61 1.16 0.88 ----- ----- ----- ----- ----- ----- 0.88 15.90 0.81 736.60 1.15 0.88 ----- ----- ----- ----- ----- ----- 0.88 15.93 0.80 736.60 1.14 0.87 ----- ----- ----- ----- ----- ----- 0.87 15.97 0.79 736.60 1.12 0.86 ----- ----- ----- ----- ----- ----- 0.86 16.00 0.78 736.60 1.11 0.85 ----- ----- ----- ----- ----- ----- 0.85 16.03 0.78 736.59 1.10 0.85 ----- ----- ----- ----- ----- ----- 0.85 16.07 0.77 736.59 1.09 0.84 ----- ----- ----- ----- ----- ----- 0.84 16.10 0.76 736.59 1.08 0.83 ----- ----- ----- ----- ----- ----- 0.83 16.13 0.76 736.59 1.07 0.82 ----- ----- ----- ----- ----- ----- 0.82 16.17 0.76 736.59 1.06 0.82 ----- ----- ----- ----- ----- ----- 0.82 16.20 0.75 736.58 1.05 0.81 ----- ----- ----- ----- ----- ----- 0.81 16.23 0.75 736.58 1.04 0.81 ----- ----- ----- ----- ----- ----- 0.81 16.27 0.75 736.58 1.03 0.80 ----- ----- ----- ----- ----- ----- 0.80 Continues on next page... Pond - 10 yr Page 5 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 16.30 0.75 736.58 1.02 0.79 ----- ----- ----- ----- ----- ----- 0.79 16.33 0.74 736.58 1.01 0.79 ----- ----- ----- ----- ----- ----- 0.79 16.37 0.74 736.58 1.00 0.78 ----- ----- ----- ----- ----- ----- 0.78 16.40 0.74 736.58 0.99 0.78 ----- ----- ----- ----- ----- ----- 0.78 16.43 0.74 736.57 0.99 0.78 ----- ----- ----- ----- ----- ----- 0.78 16.47 0.73 736.57 0.98 0.77 ----- ----- ----- ----- ----- ----- 0.77 16.50 0.73 736.57 0.97 0.77 ----- ----- ----- ----- ----- ----- 0.77 16.53 0.73 736.57 0.97 0.76 ----- ----- ----- ----- ----- ----- 0.76 16.57 0.73 736.57 0.96 0.76 ----- ----- ----- ----- ----- ----- 0.76 16.60 0.72 736.57 0.96 0.76 ----- ----- ----- ----- ----- ----- 0.76 16.63 0.72 736.57 0.95 0.75 ----- ----- ----- ----- ----- ----- 0.75 16.67 0.72 736.57 0.94 0.75 ----- ----- ----- ----- ----- ----- 0.75 16.70 0.72 736.57 0.94 0.75 ----- ----- ----- ----- ----- ----- 0.75 16.73 0.71 736.56 0.93 0.74 ----- ----- ----- ----- ----- ----- 0.74 16.77 0.71 736.56 0.93 0.74 ----- ----- ----- ----- ----- ----- 0.74 16.80 0.71 736.56 0.92 0.74 ----- ----- ----- ----- ----- ----- 0.74 16.83 0.70 736.56 0.92 0.73 ----- ----- ----- ----- ----- ----- 0.73 16.87 0.70 736.56 0.91 0.73 ----- ----- ----- ----- ----- ----- 0.73 16.90 0.70 736.56 0.91 0.73 ----- ----- ----- ----- ----- ----- 0.73 16.93 0.70 736.56 0.91 0.72 ----- ----- ----- ----- ----- ----- 0.72 16.97 0.69 736.56 0.90 0.72 ----- ----- ----- ----- ----- ----- 0.72 17.00 0.69 736.56 0.90 0.72 ----- ----- ----- ----- ----- ----- 0.72 17.03 0.69 736.56 0.90 0.72 ----- ----- ----- ----- ----- ----- 0.72 17.07 0.69 736.56 0.89 0.71 ----- ----- ----- ----- ----- ----- 0.71 17.10 0.68 736.55 0.89 0.71 ----- ----- ----- ----- ----- ----- 0.71 17.13 0.68 736.55 0.89 0.71 ----- ----- ----- ----- ----- ----- 0.71 17.17 0.68 736.55 0.88 0.71 ----- ----- ----- ----- ----- ----- 0.71 17.20 0.68 736.55 0.88 0.70 ----- ----- ----- ----- ----- ----- 0.70 17.23 0.67 736.55 0.88 0.70 ----- ----- ----- ----- ----- ----- 0.70 17.27 0.67 736.55 0.87 0.70 ----- ----- ----- ----- ----- ----- 0.70 17.30 0.67 736.55 0.87 0.70 ----- ----- ----- ----- ----- ----- 0.70 17.33 0.67 736.55 0.87 0.69 ----- ----- ----- ----- ----- ----- 0.69 17.37 0.66 736.55 0.86 0.69 ----- ----- ----- ----- ----- ----- 0.69 17.40 0.66 736.55 0.86 0.69 ----- ----- ----- ----- ----- ----- 0.69 17.43 0.66 736.55 0.86 0.69 ----- ----- ----- ----- ----- ----- 0.69 17.47 0.66 736.54 0.85 0.68 ----- ----- ----- ----- ----- ----- 0.68 17.50 0.65 736.54 0.85 0.68 ----- ----- ----- ----- ----- ----- 0.68 17.53 0.65 736.54 0.85 0.68 ----- ----- ----- ----- ----- ----- 0.68 17.57 0.65 736.54 0.84 0.68 ----- ----- ----- ----- ----- ----- 0.68 17.60 0.65 736.54 0.84 0.67 ----- ----- ----- ----- ----- ----- 0.67 17.63 0.64 736.54 0.84 0.67 ----- ----- ----- ----- ----- ----- 0.67 17.67 0.64 736.54 0.83 0.67 ----- ----- ----- ----- ----- ----- 0.67 17.70 0.64 736.54 0.83 0.67 ----- ----- ----- ----- ----- ----- 0.67 17.73 0.63 736.54 0.83 0.66 ----- ----- ----- ----- ----- ----- 0.66 17.77 0.63 736.54 0.82 0.66 ----- ----- ----- ----- ----- ----- 0.66 17.80 0.63 736.54 0.82 0.66 ----- ----- ----- ----- ----- ----- 0.66 17.83 0.63 736.53 0.82 0.65 ----- ----- ----- ----- ----- ----- 0.66 17.87 0.62 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 17.90 0.62 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 Continues on next page... Pond - 10 yr Hydrograph Discharge Table Page 6 Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 17.93 0.62 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 17.97 0.62 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 18.00 0.61 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 18.03 0.61 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 18.07 0.61 736.53 0.79 0.64 ----- ----- ----- ----- ----- ----- 0.64 18.10 0.61 736.53 0.79 0.63 ----- ----- ----- ----- ----- ----- 0.63 18.13 0.60 736.53 0.79 0.63 ----- ----- ----- ----- ----- ----- 0.63 18.17 0.60 736.53 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 18.20 0.60 736.53 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 18.23 0.59 736.52 0.78 0.62 ----- ----- ----- ----- ----- ----- 0.62 18.27 0.59 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 18.30 0.59 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 18.33 0.59 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 18.37 0.58 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 18.40 0.58 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 18.43 0.58 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 18.47 0.58 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 18.50 0.57 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 18.53 0.57 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 18.57 0.57 736.52 0.74 0.60 ----- ----- ----- ----- ----- ----- 0.60 18.60 0.57 736.51 0.74 0.59 ----- ----- ----- ----- ----- ----- 0.59 18.63 0.56 736.51 0.74 0.59 ----- ----- ----- ----- ----- ----- 0.59 18.67 0.56 736.51 0.73 0.59 ----- ----- ---=- ----- ----- ----- 0.59 18.70 0.56 736.51 0.73 0.59 ----- ----- ----- ----- ----- ----- 0.59 18.73 0.55 736.51 0.73 0.58 ----- ----- ----- ----- ----- ----- 0.58 18.77 0.55 736.51 0.72 0.58 ----- ----- ----- ----- ----- ----- 0.58 18.80 0.55 736.51 0.72 0.58 ----- ----- ----- ----- ----- ----- 0.58 18.83 0.55 736.51 0.71 0.58 ----- - ----- ------ ----- ----- ----- 0.58 18.87 0.54 736.51 0.71 0.57 ----- ----- ----- ----- ----- ----- 0.57 18.90 0.54 736.51 0.71 0.57 ----- ----- ----- ----- ----- ----- 0.57 18.93 0.54 736.51 0.70 0.57 ----- ----- ----- ----- ----- ----- 0.57 18.97 0.54 736.50 0.70 0.56 ----- ----- ----- ----- ----- ----- 0.56 19.00 0.53 736.50 0.70 0.56 ----- ----- ----- ----- ----- ----- 0.56 19.03 0.53 736.50 0.69 0.56 ----- ----- ----- ----- ----- ----- 0.56 19.07 0.53 736.50 0.69 0.56 ----- ----- ----- ----- ----- ----- 0.56 19.10 0.52 736.50 0.69 0.55 ----- ----- ----- ----- ----- ----- 0.55 19.13 0.52 736.50 0.68 0.55 ----- ----- ----- ----- ----- ----- 0.55 19.17 0.52 736.50 0.68 0.55 ----- ----- ----- ----- ----- ----- 0.55 19.20 0.52 736.50 0.68 0.55 ----- ----- ----- ----- ----- ----- 0.55 19.23 0.51 736.50 0.67 0.54 ----- ----- ----- ----- ----- ----- 0.54 19.27 0.51 736.50 0.67 0.54 ----- ----- ----- ----- ----- ----- 0.54 19.30 0.51 736.49 0.67 0.54 ----- ----- ----- ----- ----- ----- 0.54 19.33 0.51 736.49 0.66 0.53 ----- ----- ----- ----- ----- ----- 0.53 19.37 0.50 736.49 0.66 0.53 ----- ----- ----- ----- ----- ----- 0.53 19.40 0.50 736.49 0.66 0.53 ----- ----- ----- ----- ----- ----- 0.53 19.43 0.50 736.49 0.65 0.53 ----- ----- ----- ----- ----- ----- 0.53 19.47 0.49 736.49 0.65 0.52 ----- ----- ----- ----- ----- ----- 0.52 19.50 0.49 736.49 0.65 0.52 ----- ----- ----- ----- ----- ----- 0.52 19.53 0.49 736.49 0.64 0.52 ----- ----- ----- ----- ----- ----- 0.52 Continues on next page... Pond - 10 yr Page 7 Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 19.57 0.49 736.49 0.64 0.52 ----- ----- ----- ----- ----- ----- 0.52 19.60 0.48 736.49 0.64 0.51 ----- ----- ----- ----- ----- ----- 0.51 19.63 0.48 736.49 0.63 0.51 ----- ----- ----- ----- ----- ----- 0.51 19.67 0.48 736.48 0.63 0.51 ----- ----- ----- ----- ----- ----- 0.51 19.70 0.48 736.48 0.62 0.50 ----- ----- ----- ----- ----- ----- 0.50 19.73 0.47 736.48 0.62 0.50 ----- ----- ----- ----- ----- ----- 0.50 19.77 0.47 736.48 0.62 0.50 ----- ----- ----- ----- ----- ----- 0.50 19.80 0.47 736.48 0.61 0.50 ----- ----- ----- ----- ----- ----- 0.50 19.83 0.46 736.48 0.61 0.49 ----- ----- ----- ----- ----- ----- 0.49 19.87 0.46 736.48 0.61 0.49 ----- ----- ----- ----- ----- ----- 0.49 19.90 0.46 736.48 0.60 0.49 ----- ----- ----- ----- ----- ----- 0.49 19.93 0.46 736.48 0.60 0.49 ----- ----- ----- ----- ----- ----- 0.49 19.97 0.45 736.48 0.60 0.48 ----- ----- ----- ----- ----- ----- 0.48 20.00 0.45 736.48 0.59 0.48 ----- ----- ----- ----- ----- ----- 0.48 20.03 0.45 736.47 0.59 0.48 ----- ----- ----- ----- ----- ----- 0.48 20.07 0.45 736.47 0.59 0.47 ----- ----- ----- ----- ----- ----- 0.47 20.10 0.44 736.47 0.58 0.47 ----- ----- ----- ----- ----- ----- 0.47 20.13 0.44 736.47 0.58 0.47 ----- ----- ----- ----- ----- ----- 0.47 20.17 0.44 736.47 0.58 0.47 ----- ----- ----- ----- ----- ----- 0.47 20.20 0.44 736.47 0.57 0.46 ----- ----- ----- ----- ----- ----- 0.46 20.23 0.44 736.47 0.57 0.46 ----- ----- ----- ----- ----- ----- 0.46 20.27 0.44 736.47 0.57 0.46 ----- ----- ----- ----- ----- ----- 0.46 20.30 0.44 736.47 0.57 0.46 ----- ----- ----- ----- - ----- ----- 0.46 20.33 0.44 736.47 0.56 0.46 ----- ----- ----- ----- ----- ----- 0.46 20.37 0.44 736.47 0.56 0.46 ----- ----- ----- ----- ----- ----- 0.46 20.40 0.44 736.47 0.56 0.45 ----- ----- ----- ----- ----- ----- 0.45 20.43 0.44 736.47 0.56 0.45 ----- ----- ----- ----- ----- ----- 0.45 20.47 0.44 736.47 0.56 0.45 ----- ----- ----- ----- - ----- ----- 0.45 20.50 0.44 736.46 0.55 0.45 ----- ----- ----- ----- ----- ----- 0.45 20.53 0.44 736.46 0.55 0.45 ----- ----- ----- ----- ----- ----- 0.45 20.57 0.43 736.46 0.55 0.45 ----- ----- ----- ----- ----- ----- 0.45 20.60 0.43 736.46 0.55 0.45 ----- ----- ----- ----- ----- ----- 0.45 20.63 0.43 736.46 0.55 0.45 ----- ----- ----- ----- ----- ----- 0.45 20.67 0.43 736.46 0.55 0.44 ----- ----- ----- ----- ----- ----- 0.44 20.70 0.43 736.46 0.55 0.44 ----- ----- ----- ----- ----- ----- 0.44 20.73 0.43 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 20.77 0.43 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 20.80 0.43 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 20.83 0.43 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 20.87 0.43 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 20.90 0.43 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 20.93 0.43 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 20.97 0.43 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 21.00 0.43 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 21.03 0.43 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 21.07 0.43 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.10 0.43 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.13 0.43 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.17 0.43 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 Continues on next page... Pond - 10 yr Page 8 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 21.20 0.43 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.23 0.42 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.27 0.42 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.30 0.42 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.33 0.42 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.37 0.42 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.40 0.42 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.43 0.42 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.47 0.42 736.46 0.52 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.50 0.42 736.46 0.52 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.53 0.42 736.46 0.52 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.57 0.42 736.46 0.52 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.60 0.42 736.46 0.52 0.43 ----- ----- ----- ----- ----- ----- 0.42 21.63 0.42 736.46 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 21.67 0.42 736.46 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 21.70 0.42 736.46 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 21.73 0.42 736.46 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 21.77 0.42 736.46 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 21.80 0.42 736.46 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 21.83 0.42 736.46 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 21.87 0.41 736.45 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 21.90 0.41 736.45 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 21.93 0.41 736.45 0.52 0.42 ----- ----- ----- ----- ----- =---- 0.42 21.97 0.41 736.45 0.51 0.42 ----- ----- ----- ----- ----- ----- 0.42 22.00 0.41 736.45 0.51 0.42 ----- ----- ----- ----- ----- ----- 0.42 22.03 0.41 736.45 0.51 0.42 ----- ----- ----- ----- ----- ----- 0.42 22.07 0.41 736.45 0.51 0.42 ----- ----- ----- ----- ----- ----- 0.42 22.10 0.41 736.45 0.51 0.42 ----- ----- ----- ----- ----- ----- 0.42 22.13 0.41 736.45 0.51 0.42 ----- ----- ----- ----- ----- ----- 0.42 22.17 0.41 736.45 0.51 0.42 ----- ----- ----- ----- ----- ----- 0.42 22.20 0.41 736.45 0.51 0.42 ----- ----- ----- ----- ----- ----- 0.42 22.23 0.41 736.45 0.51 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.27 0.41 736.45 0.51 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.30 0.41 736.45 0.51 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.33 0.41 736.45 0.51 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.37 0.41 736.45 0.51 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.40 0.41 736.45 0.51 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.43 0.41 736.45 0.51 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.47 0.41 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.50 0.41 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.53 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.57 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.60 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.63 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.67 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.70 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.73 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.77 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.80 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 Continues on next page... Pond - 10 yr Page 9 Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 22.83 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.87 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.90 0.40 736.45 0.50 0.40 ----- ----- ----- ----- ----- ----- 0.40 22.93 0.40 736.45 0.50 0.40 ----- ----- ----- ----- ----- ----- 0.40 22.97 0.40 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.00 0.40 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.03 0.40 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.07 0.40 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.10 0.40 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.13 0.40 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.17 0.39 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.20 0.39 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.23 0.39 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.27 0.39 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.30 0.39 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.33 0.39 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.37 0.39 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.40 0.39 736.45 0.49 0.40 --- ----- ----- ----- ----- ----- 0.40 23.43 0.39 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.47 0.39 736.45 0.48 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.50 0.39 736.45 0.48 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.53 0.39 736.45 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.57 0.39 736.45 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.60 0.39 736.45 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.63 0.39 736.45 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.67 0.39 736.45 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.70 0.39 736.45 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.73 0.39 736.44 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.77 0.39 736.44 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.80 0.38 736.44 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.83 0.38 736.44 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.87 0.38 736.44 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.90 0.38 736.44 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.93 0.38 736.44 0.47 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.97 0.38 736.44 0.47 0.39 ----- ----- ----- ----- ----- ----- 0.39 24.00 0.38 736.44 0.47 0.39 ----- ----- ----- ----- ----- ----- 0.39 24.03 0.35 736.44 0.47 0.39 ----- ----- ----- ----- ----- ----- 0.39 24.07 0.29 736.44 0.46 0.38 ----- ----- ----- ----- ----- ----- 0.38 24.10 0.19 736.44 0.45 0.37 ----- ----- ----- ----- ----- ----- 0.37 24.13 0.11 736.43 0.42 0.35 ----- ----- ----- ----- ----- ----- 0.35 24.17 0.06 736.42 0.39 0.32 ----- ----- ----- ----- ----- ----- 0.32 24.20 0.02 736.41 0.36 0.30 ----- ----- ----- ----- ----- ----- 0.30 24.23 0.00 736.40 0.33 0.27 ----- ----- ----- ----- ----- ----- 0.27 24.27 0.00 736.40 0.30 0.25 ----- ----- ----- ----- ----- ----- 0.25 24.30 0.00 736.39 0.27 0.23 ----- ----- ----- ----- ----- ----- 0.23 24.33 0.00 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 24.37 0.00 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 24.40 0.00 736.37 0.22 0.19 ----- ----- ----- ----- ----- ----- 0.19 24.43 0.00 736.36 0.21 0.18 ----- ----- ----- ----- ----- ----- 0.18 Continues on next page... Pond - 10 yr Page 10 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 24.47 0.00 736.36 0.21 0.18 ----- ----- ----- ----- ----- ----- 0.18 24.50 0.00 736.35 0.20 0.17 ----- ----- ----- ----- ----- ----- 0.17 24.53 0.00 736.35 0.19 0.16 ----- ----- ----- ----- ----- ----- 0.17 24.57 0.00 736.34 0.19 0.16 ----- ----- ----- ----- ----- ----- 0.16 24.60 0.00 736.34 0.18 0.15 ----- ----- ----- ----- ----- ----- 0.15 24.63 0.00 736.33 0.17 0.15 ----- ----- ----- ----- ----- ----- 0.15 24.67 0.00 736.33 0.17 0.14 ----- ----- ----- ----- ----- ----- 0.14 24.70 0.00 736.32 0.16 0.14 ----- ----- ----- ----- ----- ----- 0.14 24.73 0.00 736.32 0.16 0.13 ----- ----- ----- ----- ----- ----- 0.13 24.77 0.00 736.32 0.15 0.13 ----- ----- ----- ----- ----- ----- 0.13 24.80 0.00 736.31 0.15 0.12 ----- ----- ----- ----- ----- ----- 0.12 24.83 0.00 736.31 0.14 0.12 ----- ----- ----- ----- ----- ----- 0.12 24.87 0.00 736.30 0.14 0.12 ----- ----- ----- ----- ----- ----- 0.12 24.90 0.00 736.30 0.13 0.11 ----- ----- ----- ----- ----- ----- 0.11 24.93 0.00 736.30 0.13 0.11 ----- ----- ----- ----- ----- ----- 0.11 24.97 0.00 736.29 0.12 0.10 ----- ----- ----- ----- ----- ----- 0.10 25.00 0.00 736.29 0.12 0.10 ----- ----- ----- ----- ----- ----- 0.10 25.03 0.00 736.29 0.11 0.10 ----- ----- ----- ----- ----- ----- 0.10 ... End Hydrograph Report Page 1 English Hyd. No. 12 pond - 100 yr Hydrograph type = Reservoir Peak discharge = 21.34 cfs Storm frequency = 100 yrs Time interval Reservoir name = 2 min = Pond Inflow hyd. No. Max. Elevation = 8 = 740.17 ft Max. Storage = 39,281 cult Total Volume = 125,061 cuff Storage Indication method used. Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 9.37 0.38 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- ----- _____ 0.22 0.24 9.40 0.38 736.39 0.28 0. ----- ----- ----- ----- ----- _____ 0.25 9.43 0.39 736.40 0.30 0.25 ----- ----- ----- ----- ----- ----- 0.26 9.47 0.40 736.40 0.31 0.26 ----- ----- ----- ----- ----- ----- 0.27 9.50 0.40 736.40 0.33 0.27 ----- ----- ----- ----- ----- ----- 0.28 9.53 0.41 736.41 0.34 0.28 ----- ----- ----- ----- ----- ----- 0.30 9.57 0.41 736.41 0.36 0.30 ----- ----- ----- ----- ----- ----- 0.31 9.60 0.42 736.42 0.37 0.31 ----- ----- ----- ----- _____ 0.32 9.63 0.43 736.42 0.38 0.32 ----- ----- ----- ----- _-"_- 0.32 9.67 0.44 736.42 0.40 0.33 ----- ----- -''"" -- _____ ____- -"_-- 0.34 9.70 0.46 736.43 0.41 0.34 ----- ----- ---"" --__ _ _---_ _-__- 0.35 9.73 0.47 736.43 0.43 0.35 ----- ----- ----- -- ___-- _"_-- 0.35 9.77 0.48 736.43 0.44 0.36 ----- --- : - ----- --- _-_"- ____- 0.36 9.80 0.50 736.44 0.45 ----- ----- 0.37 ----- � ----- _____ 0.38 9.83 0.51 736.44 0.47 0.38 ----- ----- "'"" ----- __ _ ""___ 0.38 40 9.87 0.53 736.45 0.48 0.4 ----- ----- ----- ---- _____ 0.41 9.90 0.54 736.45 0.50 0.41 ----- ----- ----- ----- __-__ 0.42 9.93 0.56 736.45 0.52 ----- 0.4 ----- ----- ----- _--_- _____ 0.43 9.97 0.57 736.46 0.53 0.43 ----- ----- ----- __ --_-_ _____ 0.45 10.00 0.59 736.46 0.55 0.45 ----- ----- ----- -' --- ----- ----- 0.46 10.03 0.60 736.47 0.57 0.46 ----- ----- ----- ----- ----- ----- 0.47 10.07 0.62 736.47 0.58 0.47 ----- ----- ----- ----- ----- _____ 0.49_____ 10.10 0.64 736.48 0.60 0.49 ----- ----- ----- ----- ----- 0.50 10.13 0.66 736.48 0.62 0.5 ----- ----- ----- ----- ----- ----- 0.52 10.17 0.68 736.49 0.64 0.52 ----- ----- ----- ----- 0.53 10.20 0.70 736.49 0.66 0.53 ----- ----- """-" ----_ _- _____ 0.55 10.23 0.72 736.50 0.68 ----- ----- ----- ---- ----- ----- 0.56 10.27 0.75 736.50 0.70 0.56 ----- ----- ----- ----- ----- ----- 0.58 10.30 0.77 736.51 0.72 0.58 ----- ----- ----- ----- ----- ----- 0.60 10.33 0.79 736.52 0.74 0.60 ----- ----- ----- ----- ----- ----- 0.62 10.37 0.82 736.52 0.77 0.62 ----- ----- ----- ----- _____ 0.63 10.40 0.84 736.53 0.79 0.63 ----- ----- ----- ----- ----- ----- ----- 0.65 10.43 0.87 736.53 0.82 0.65 ----- ----- ----- ----- ----- ----- 0.67 10.47 0.89 736.54 0.84 0.67 ----- ----- ----- ----- ----- 0.69 10.50 0.92 736.55 0.87 0.69 ----- ----- -"-' ----- ----- 10.53 0.94 736.56 0.89 0.71 ----- ----- Continues on next page... pond - 100 yr Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 10.57 0.97 736.56 0.92 0.74 ----- ----- ----- ----- ----- ----- 0.74 10.60 1.00 736.57 0.97 0.76 ----- ----- ----- ----- ----- ----- 0.76 10.63 1.04 736.58 1.01 0.79 ----- ----- ----- ----- ----- ----- 0.79 10.67 1.07 736.59 1.05 0.82 ----- ----- ----- ----- ----- ----- 0.82 10.70 1.11 736.59 1.10 0.84 ----- ----- ----- ----- ----- ----- 0.84 10.73 1.15 736.60 1.15 0.87 ----- ----- ----- ----- ----- ----- 0.87 10.77 1.20 736.61 1.19 0.90 ----- ----- ----- ----- ----- ----- 0.90 10.80 1.24 736.62 1.25 0.94 ----- ----- ----- ----- ----- ----- 0.94 10.83 1.28 736.63 1.30 0.97 ----- ----- ----- ----- ----- ----- 0.97 10.87 1.32 736.64 1.35 1.00 ----- ----- ----- ----- ----- ----- 1.00 10.90 1.37 736.65 1.41 1.04 ----- ----- ----- ----- ----- ----- 1.04 10.93 1.42 736.66 1.47 1.07 ----- ----- ----- ----- ----- ----- 1.07 10.97 1.46 736.67 1.53 1.11 ----- ----- ----- ----- ----- ----- 1.11 11.00 1.51 736.68 1.59 1.15 ----- ----- ----- ----- ----- ----- 1.15 11.03 1.50 736.69 1.65 1.18 ----- ----- ----- ----- ----- ----- 1.18 11.07 1.50 736.70 1.70 1.22 ----- ----- ----- ----- ----- ----- 1.22 11.10 1.51 736.71 1.75 1.25 ----- ----- ----- ----- ----- ----- 1.25 11.13 1.62 736.72 1.80 1.28 ----- ----- ----- ----- ----- ----- 1.28 11.17 1.74 736.73 1.86 1.32 ----- ----- ----- ----- ----- ----- 1.32 11.20 1.87 736.75 1.94 1.38 ----- ----- ----- ----- ----- ----- 1.38 11.23 2.00 736.76 2.04 1.45 ----- ----- ----- ----- ----- ----- 1.45 11.27 2.14 736.78 2.14 1.53 ----- ----- ----- ----- ----- ----- 1.53 11.30 2.25 736.80 2.25 1.62 ----- ----- ----- ' ----- ----- ----- 1.62 11.33 2.36 736.82 2.37 1.71 ----- ----- ----- ----- ----- ----- 1.71 11.37 2.47 736.84 2.48 1.80 ----- ----- ----- ----- ----- ----- 1.80 11.40 2.59 736.86 2.60 1.90 ----- ----- ----- ----- ----- ----- 1.90 11.43 2.71 736.89 2.73 2.00 ----- ----- ----- - ----- ----- ----- 2.00 11.47 2.83 736.91 2.86 2.10 ----- ----- ----- - ----- ----- ----- 2.10 11.50 2.95 736.93 3.00 2.21 ----- ----- ----- ----- ----- ----- 2.21 11.53 3.24 736.96 3.17 2.35 ----- ----- ----- ----- ----- ----- 2.35 11.57 3.81 736.99 3.40 2.53 ----- ----- ----- ----- ----- ----- 2.53 11.60 4.86 737.04 3.74 2.81 ----- ----- ----- ----- ----- ----- 2.81 11.63 6.35 737.13 4.30 3.20 ----- ----- ----- ----- ----- ----- 3.20 11.67 8.33 737.25 5.19 3.69 ----- ----- ----- ----- ----- ----- 3.69 11.70 10.73 737.42 6.46 4.65 ----- ----- ----- ----- ----- ----- 4.65 11.73 13.49 737.64 7.80 5.50 ----- ----- ----- ----- ----- ----- 5.50 11.77 16.56 737.92 9.76 6.47 ----- ----- ----- ----- ----- ----- 6.47 11.80 20.37 738.08 10.73 6.97 ----- ----- ----- ----- ----- ----- 6.97 11.83 25.38 738.21 11.51 7.41 ----- ----- ----- ----- ----- ----- 7.41 11.87 32.07 738.40 12.27 7.77 ----- ----- ----- ----- ----- ----- 7.77 11.90 40.43 738.64 13.50 8.46 ----- ----- ----- ----- ----- ----- 8.46 11.93 48.92 738.95 19.21 9.24 ----- ----- ----- ----- ----- ----- 9.24 11.97 54.44 << 739.31 25.91 10.09 ----- ----- ----- ----- ----- ----- 10.09 12.00 53.67 739.69 31.38 10.92 ----- ----- ----- ----- ----- ----- 10.92 12.03 46.31 740.01 35.42 11.59 ----- ----- 0.15 0.36 ----- ----- 12.10 12.07 35.64 740.12 36.69 11.79 ----- ----- 2.03 4.85 ----- ----- 18.68 12.10 25.14 740.17 << 37.20 11.88 ----- ----- 2.79 6.67 ----- ----- 21.34 << 12.13 16.92 740.16 37.19 11.88 ----- ----- 2.77 6.62 ----- ----- 21.27 12.17 11.60 740.14 36.88 11.83 ----- ----- 2.32 5.53 ----- ----- 19.68 Continues on next page... pond -100 Y 9r Pa e 3 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.20 9.01 740.10 36.47 11.76 ----- ----- 1.71 4.08 ----- ----- 17.54 12.23 8.10 740.07 36.07 11.69 ----- ----- 1.12 2.68 ----- ----- 15.50 12.27 7.77 740.04 35.74 11.64 ----- ----- 0.63 1.51 ----- ----- 13.78 12.30 7.43 740.01 35.47 11.59 ----- ----- 0.23 0.55 ----- ----- 12.37 12.33 7.08 739.99 35.15 11.54 ----- ----- ----- ----- ----- ----- 11.54 12.37 6.74 739.95 34.66 11.46 ----- ----- ----- ----- ----- ----- 11.46 12.40 6.39 739.90 34.15 11.37 ----- ----- ----- ----- ----- ----- 11.37 12.43 6.04 739.86 33.62 11.28 ----- ----- ----- ----- ----- ----- 11.28 12.47 5.68 739.81 33.05 11.19 ----- ----- ----- ----- ----- ----- 11.19 12.50 5.33 739.77 32.43 11.08 ----- ----- ----- ----- ----- ----- 11.08 12.53 4.98 739.72 31.76 10.98 ----- ----- ----- ----- ----- ----- 10.98 12.57 4.67 739.66 31.07 10.87 ----- ----- ----- ----- ----- ----- 10.87 12.60 4.42 739.61 30.36 10.76 ----- ----- ----- ----- ----- ----- 10.76 12.63 4.23 739.55 29.57 10.64 ----- ----- ----- ----- ----- ----- 10.64 12.67 4.08 739.50 28.77 10.52 ----- ----- ----- ----- ----- ----- 10.52 12.70 3.98 739.44 27.97 10.39 ----- ----- ----- ----- ----- ----- 10.39 12.73 3.89 739.39 27.16 10.27 ----- ----- ----- ----- ----- ----- 10.27 12.77 3.81 739.33 26.27 10.15 ----- ----- ----- ----- ----- ----- 10.15 12.80 3.73 739.28 25.39 10.02 ----- ----- ----- ----- ----- ----- 10.02 12.83 3.65 739.22 24.52 9.90 ----- ----- ----- ----- ----- ----- 9.90 12.87 3.57 739.17 23.58 9.77 ----- ----- ----- ----- ----- ----- 9.77 12.90 3.49 739.12 22.59 9.65 ----- ----- ----- ----- ----- ----- 9.65 12.93 3.41 739.06 21.60 9.53 ----- ----- ----- ----- - ----- ----- 9.53 12.97 3.32 739.01 20.62 9.40 ----- ----- ----- ----- ----- ----- 9.40 13.00 3.24 738.96 19.47 9.27 ----- ----- ----- ----- -- -- ----- 9.27 13.03 3.16 738.91 18.28 9.14 ----- ----- ----- ----- ----- ----- 9.14 13.07 3.09 738.86 17.10 9.00 ----- ----- ----- ----- ----- ----- 9.00 13.10 3.02 738.81 15.94 8.87 ----- ----- ----- ----- - ----- ----- 8.87 13.13 2.96 738.76 15.16 8.75 ----- ----- ----- ----- ----- ----- 8.75 13.17 2.91 738.71 14.45 8.62 ----- ----- ----- ----- ----- ----- 8.62 13.20 2.86 738.66 13.75 8.50 ----- ----- ----- ----- ----- ----- 8.50 13.23 2.82 738.61 13.06 8.38 ----- ----- ----- ----- ----- ----- 8.38 13.27 2.77 738.56 12.80 8.25 ----- ----- ----- ----- ----- ----- 8.25 13.30 2.73 738.51 12.65 8.11 ----- ----- ----- ----- ----- ----- 8.11 13.33 2.68 738.47 12.51 7.98 ----- ----- ----- ----- ----- ----- 7.98 13.37 2.64 738.42 12.36 7.85 ----- ----- ----- ----- ----- ----- 7.85 13.40 2.60 738.38 12.20 7.74 ----- ----- ----- ----- ----- ----- 7.74 13.43 2.55 738.33 12.01 7.65 ----- ----- ----- ----- ----- ----- 7.65 13.47 2.51 738.29 11.83 7.56 ----- ----- ----- ----- ----- ----- 7.56 13.50 2.46 738.25 11.65 7.47 ----- ----- ----- ----- ----- ----- 7.47 13.53 2.42 738.20 11.46 7.39 ----- ----- ----- ----- ----- ----- 7.39 13.57 2.38 738.16 11.22 7.25 ----- ----- ----- ----- ----- ----- 7.25 13.60 2.34 738.12 10.97 7.11 ----- ----- ----- ----- ----- ----- 7.11 13.63 2.30 738.08 10.73 6.97 ----- ----- ----- ----- ----- ----- 6.97 13.67 2.26 738.04 10.50 6.83 ----- ----- ----- ----- ----- ----- 6.83 13.70 2.23 738.00 10.27 6.70 ----- ----- ----- ----- ----- ----- 6.70 13.73 2.20 737.87 9.42 6.32 ----- ----- ----- ----- ----- ----- 6.32 13.77 2.17 737.75 8.57 5.90 ----- ----- ----- ----- ----- ----- 5.90 13.80 2.14 737.63 7.78 5.49 ----- ----- ----- ----- ----- ----- 5.49 Continues on next page... pond - 100 yr Hydrograph Discharge Table Page 4 Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 13.83 2.10 737.53 7.21 5.16 ----- ----- ----- ----- ----- ----- 5.16 13.87 2.07 737.44 6.66 4.81 ----- ----- ----- ----- ----- ----- 4.81 13.90 2.04 737.36 6.06 4.33 ----- ----- ----- ----- ----- ----- 4.33 13.93 2.01 737.30 5.56 3.93 ----- ----- ----- ----- ----- ----- 3.93 13.97 1.97 737.24 5.14 3.66 ----- ----- ----- ----- ----- ----- 3.66 14.00 1.94 737.19 4.77 3.46 ----- ----- ----- ----- ----- ----- 3.46 14.03 1.91 737.14 4.44 3.28 ----- ----- ----- ----- ----- ----- 3.28 14.07 1.88 737.10 4.14 3.11 ----- ----- ----- ----- ----- ----- 3.11 14.10 1.86 737.07 3.90 2.93 ----- ----- ----- ----- ----- ----- 2.93 14.13 1.84 737.04 3.69 2.76 ----- ----- ----- ----- ----- ----- 2.76 14.17 1.82 737.01 3.51 2.62 ----- ----- ----- ----- ----- ----- 2.62 14.20 1.81 736.99 3.36 2.50 ----- ----- ----- ----- ----- ----- 2.50 14.23 1.80 736.97 3.22 2.39 ----- ----- ----- ----- ----- ----- 2.39 14.27 1.79 736.95 3.11 2.30 ----- ----- ----- ----- ----- ----- 2.30 14.30 1.78 736.93 3.01 2.22 ----- ----- ----- ----- ----- ----- 2.22 14.33 1.77 736.92 2.92 2.15 ----- ----- ----- ----- ----- ----- 2.15 14.37 1.75 736.91 2.86 2.10 ----- ----- ----- ----- ----- ----- 2.10 14.40 1.74 736.90 2.80 2.05 ----- ----- ----- , ----- ----- ----- 2.05 14.43 1.73 736.89 2.75 2.01 ----- ----- ----- ----- ----- ----- 2.01 14.47 1.72 736.88 2.70 1.97 ----- ----- ----- ----- ----- ----- 1.97 14.50 1.71 736.87 2.66 1.94 ----- ----- ----- ----- ----- ----- 1.94 14.53 1.70 736.87 2.62 1.91 ----- ----- - --- ----- ----- ----- 1.91 14.57 1.69 736.86 2.58 1.88 ----- ----- ----- ----- ----- - ----- 1.88 14.60 1.68 736.85 2.55 1.85 ----- ----- ----- ----- ----- ----- 1.85 14.63 1.67 736.85 2.52 1.83 ----- ----- ----- ----- ----- ----- 1.83 14.67 1.65 736.84 2.49 1.81 ----- ----- ----- ----- ----- ----- 1.81 14.70 1.64 736.84 2.46 1.79 ----- ----- ----- ----- ----- - ----- 1.79 14.73 1.63 736.84 2.44 1.77 ----- ----- ----- ----- ----- - ----- 1.77 14.77 1.62 736.83 2.42 1.75 ----- ----- ----- ----- ----- ----- 1.75 14.80 1.61 736.83 2.39 1.73 ----- ----- ----- ----- ----- ----- 1.73 14.83 1.60 736.82 2.37 1.71 ----- ----- ----- ----- ----- ----- 1.71 14.87 1.59 736.82 2.35 1.70 ----- ----- ----- ----- ----- ----- 1.70 14.90 1.58 736.82 2.33 1.68 ----- ----- ----- ----- ----- ----- 1.68 14.93 1.57 736.81 2.31 1.67 ----- ----- ----- ----- ----- ----- 1.67 14.97 1.55 736.81 2.30 1.65 ----- ----- ----- ----- ----- ----- 1.65 15.00 1.54 736.81 2.28 1.64 ----- ----- ----- ----- ----- ----- 1.64 15.03 1.53 736.80 2.26 1.63 ----- ----- ----- ----- ----- ----- 1.63 15.07 1.52 736.80 2.24 1.61 ----- ----- ----- ----- ----- ----- 1.61 15.10 1.51 736.80 2.23 1.60 ----- ----- ----- ----- ----- ----- 1.60 15.13 1.50 736.80 2.21 1.59 ----- ----- ----- ----- ----- ----- 1.59 15.17 1.49 736.79 2.20 1.58 ----- ----- ----- ----- ----- ----- 1.58 15.20 1.48 736.79 2.18 1.56 ----- ----- ----- ----- ----- ----- 1.56 15.23 1.46 736.79 2.17 1.55 ----- ----- ----- ----- ----- ----- 1.55 15.27 1.45 736.78 2.15 1.54 ----- ----- ----- ----- ----- ----- 1.54 15.30 1.44 736.78 2.14 1.53 ----- ----- ----- ----- ----- ----- 1.53 15.33 1.43 736.78 2.12 1.51 ----- ----- ----- ----- ----- ----- 1.51 15.37 1.42 736.78 2.11 1.50 ----- ----- ----- ----- ----- ----- 1.50 15.40 1.41 736.77 2.09 1.49 ----- ----- ----- ----- ----- ----- 1.49 15.43 1.40 736.77 2.08 1.48 ----- ----- ----- ----- ----- ----- 1.48 Continues on next page... pond - 100 yr Page 5 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 15.47 1.38 736.77 2.06 1.47 ----- ----- ----- ----- ----- ----- 1.47 15.50 1.37 736.77 2.05 1.46 ----- ----- ----- ----- ----- ----- 1.46 15.53 1.36 736.76 2.03 1.44 ----- ----- ----- ----- ----- ----- 1.44 15.57 1.35 736.76 2.02 1.43 ----- ----- ----- ----- ----- ----- 1.43 15.60 1.34 736.76 2.00 1.42 ----- ----- ----- ----- ----- ----- 1.42 15.63 1.33 736.76 1.99 1.41 ----- ----- ----- ----- ----- ----- 1.41 15.67 1.32 736.75 1.97 1.40 ----- ----- ----- ----- ----- ----- 1.40 15.70 1.30 736.75 1.96 1.39 ----- ----- ----- ----- ----- ----- 1.39 15.73 1.29 736.75 1.94 1.37 ----- ----- ----- ----- ----- ----- 1.37 15.77 1.28 736.75 1.93 1.36 ----- ----- ----- ----- ----- ----- 1.36 15.80 1.27 736.74 1.91 1.35 ----- ----- ----- ----- ----- ----- 1.35 15.83 1.26 736.74 1.90 1.34 ----- ----- ----- ----- ----- ----- 1.34 15.87 1.25 736.74 1.89 1.33 ----- ----- ----- ----- ----- ----- 1.33 15.90 1.24 736.73 1.87 1.32 ----- ----- ----- ----- ----- ----- 1.32 15.93 1.22 736.73 1.86 1.31 ----- ----- ----- ----- ----- ----- 1.31 15.97 1.21 736.73 1.84 1.30 ----- ----- ----- ----- ----- ----- 1.30 16.00 1.20 736.73 1.83 1.29 ----- ----- ----- ----- ----- ----- 1.29 16.03 1.19 736.72 1.81 1.28 ----- ----- ----- ----- ----- ----- 1.28 16.07 1.18 736.72 1.79 1.27 ----- ----- ----- ----- ----- ----- 1.27 16.10 1.17 736.72 1.78 1.26 ----- ----- ----- ----- ----- ----- 1.26 16.13 1.16 736.71 1.76 1.25 ----- ----- ----- ----- ----- ----- 1.25 16.17 1.16 736.71 1.75 1.24 ----- ----- ----- ----- ----- ----- 1.24 16.20 1.15 736.71 1.73 1.24 ----- ----- ----- ----- ----- ----- 1.24 16.23 1.15 736.71 1.72 1.23 ----- ----- ----- ----- ----- ----- 1.23 16.27 1.15 736.70 1.70 1.22 ----- ----- ----- ----- ----- ----- 1.22 16.30 1.14 736.70 1.69 1.21 ----- ----- ----- ----- ----- ----- 1.21 16.33 1.14 736.70 1.68 1.20 ----- ----- ----- ----- ----- ----- 1.20 16.37 1.13 736.70 1.67 1.20 ----- ----- ----- ----- ----- ----- 1.20 16.40 1.13 736.70 1.66 1.19 ----- ----- ----- ----- ----- ----- 1.19 16.43 1.13 736.69 1.65 1.18 ----- ----- ----- ----- ----- ----- 1.18 16.47 1.12 736.69 1.64 1.18 ----- ----- ----- ----- ----- ----- 1.18 16.50 1.12 736.69 1.63 1.17 ----- ----- ----- ----- ----- ----- 1.17 16.53 1.11 736.69 1.62 1.17 ----- ----- ----- ----- ----- ----- 1.17 16.57 1.11 736.69 1.61 1.16 ----- ----- ----- ----- ----- ----- 1.16 16.60 1.11 736.69 1.60 1.15 ----- ----- ----- ----- ----- ----- 1.15 16.63 1.10 736.68 1.59 1.15 ----- ----- ----- ----- ----- ----- 1.15 16.67 1.10 736.68 1.58 1.14 ----- ----- ----- ----- ----- ----- 1.14 16.70 1.09 736.68 1.58 1.14 ----- ----- ----- ----- ----- ----- 1.14 16.73 1.09 736.68 1.57 1.13 ----- ----- ----- ----- ----- ----- 1.13 16.77 1.08 736.68 1.56 1.13 ----- ----- ----- ----- ----- ----- 1.13 16.80 1.08 736.68 1.55 1.12 ----- ----- ----- ----- ----- ----- 1.13 16.83 1.08 736.68 1.54 1.12 ----- ----- ----- ----- ----- ----- 1.12 16.87 1.07 736.67 1.54 1.12 ----- ----- ----- ----- ----- ----- 1.12 16.90 1.07 736.67 1.53 1.11 ----- ----- ----- ----- ----- ----- 1.11 16.93 1.06 736.67 1.52 1.11 ----- ----- ----- ----- ----- ----- 1.11 16.97 1.06 736.67 1.52 1.10 ----- ----- ----- ----- ----- ----- 1.10 17.00 1.06 736.67 1.51 1.10 ----- ----- ----- ----- ----- ----- 1.10 17.03 1.05 736.67 1.50 1.09 ----- ----- ----- ----- ----- ----- 1.09 17.07 1.05 736.67 1.49 1.09 ----- ----- ----- ----- ----- ----- 1.09 Continues on next page... pond - 100 yr Page 6 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 17.10 1.04 736.66 1.49 1.08 ----- ----- ----- ----- ----- ----- 1.08 17.13 1.04 736.66 1.48 1.08 ----- ----- ----- ----- ----- ----- 1.08 17.17 1.04 736.66 1.47 1.08 ----- ----- ----- ----- ----- ----- 1.08 17.20 1.03 736.66 1.47 1.07 ----- ----- ----- ----- ----- ----- 1.07 17.23 1.03 736.66 1.46 1.07 ----- ----- ----- ----- ----- ----- 1.07 17.27 1.02 736.66 1.45 1.06 ----- ----- ----- ----- ----- ----- 1.06 17.30 1.02 736.66 1.45 1.06 ----- ----- ----- ----- ----- ----- 1.06 17.33 1.02 736.66 1.44 1.06 ----- ----- ----- ----- ----- ----- 1.06 17.37 1.01 736.65 1.43 1.05 ----- ----- ----- ----- ----- ----- 1.05 17.40 1.01 736.65 1.43 1.05 ----- ----- ----- ----- ----- ----- 1.05 17.43 1.00 736.65 1.42 1.04 ----- ----- ----- ----- ----- ----- 1.04 17.47 1.00 736.65 1.41 1.04 ----- ----- ----- ----- ----- ----- 1.04 17.50 1.00 736.65 1.41 1.03 ----- ----- ----- ----- ----- ----- 1.03 17.53 0.99 736.65 1.40 1.03 ----- ----- ----- ----- ----- ----- 1.03 17.57 0.99 736.65 1.39 1.03 ----- ----- ----- ----- ----- ----- 1.03 17.60 0.98 736.65 1.39 1.02 ----- ----- ----- ----- ----- ----- 1.02 17.63 0.98 736.65 1.38 1.02 ----- ----- ----- ----- ----- ----- 1.02 17.67 0.98 736.64 1.37 1.01 ----- ----- ----- ----- ----- ----- 1.01 17.70 0.97 736.64 1.37 1.01 ----- ----- ----- ----- ----- ----- 1.01 17.73 0.97 736.64 1.36 1.01 ----- ----- ----- ----- ----- ----- 1.01 17.77 0.96 736.64 1.35 1.00 ----- ----- ----- ----- ----- ----- 1.00 17.80 0.96 736.64 1.35 1.00 ----- ----- ----- ----- ----- ----- 1.00 17.83 0.95 736.64 1.34 0.99 ----- ----- ----- ----- ----- ----- 0.99 17.87 0.95 736.64 1.33 0.99 ----- ----- ----- ----- ----- ----- 0.99 17.90 0.95 736.64 1.33 0.98 ----- ----- ----- ----- ----- ----- 0.98 17.93 0.94 736.63 1.32 0.98 ----- ----- ----- ----- ----- ----- 0.98 17.97 0.94 736.63 1.31 0.98 ----- ----- ----- ----- ----- ----- 0.98 18.00 0.93 736.63 1.31 0.97 ----- ----- ----- ----- ----- ----- 0.97 18.03 0.93 736.63 1.30 0.97 ----- ----- ----- ----- ----- ----- 0.97 18.07 0.93 736.63 1.29 0.96 ----- ----- ----- ----- ----- ----- 0.96 18.10 0.92 736.63 1.29 0.96 ----- ----- ----- ----- ----- ----- 0.96 18.13 0.92 736.63 1.28 0.96 ----- ----- ----- ----- ----- ----- 0.96 18.17 0.91 736.63 1.27 0.95 ----- ----- ----- ----- ----- ----- 0.95 18.20 0.91 736.62 1.27 0.95 ----- ----- ----- ----- ----- ----- 0.95 18.23 0.91 736.62 1.26 0.94 ----- ----- ----- ----- ----- ----- 0.94 18.27 0.90 736.62 1.25 0.94 ----- - - - ----- ----- ----- ----- 0.94 18.30 0.90 736.62 1.25 0.94 ----- ----- ----- ----- ----- ----- 0.94 18.33 0.89 736.62 1.24 0.93 ----- ----- ----- ----- ----- ----- 0.93 18.37 0.89 736.62 1.23 0.93 ----- ----- ----- ----- ----- ----- 0.93 18.40 0.88 736.62 1.23 0.92 ----- ----- ----- ----- ----- ----- 0.92 18.43 0.88 736.62 1.22 0.92 ----- ----- ----- ----- ----- ----- 0.92 18.47 0.88 736.61 1.21 0.91 ----- ----- ----- ----- ----- ----- 0.91 18.50 0.87 736.61 1.21 0.91 ----- ----- ----- ----- ----- ----- 0.91 18.53 0.87 736.61 1.20 0.91 ----- ----- ----- ----- ----- ----- 0.91 18.57 0.86 736.61 1.19 0.90 ----- ----- ----- ----- ----- ----- 0.90 18.60 0.86 736.61 1.19 0.90 ----- ----- ----- ----- ----- ----- 0.90 18.63 0.86 736.61 1.18 0.89 ----- ----- ----- ----- ----- ----- 0.89 18.67 0.85 736.61 1.17 0.89 ----- ----- ----- ----- ----- ----- 0.89 18.70 0.85 736.61 1.17 0.89 ----- ----- ----- ----- ----- ----- 0.89 Continues on next page... pond - 100 yr Page 7 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 18.73 0.84 736.61 1.16 0.88 ----- ----- ----- ----- ----- ----- 0.88 18.77 0.84 736.60 1.15 0.88 ----- ----- ----- ----- ----- ----- 0.88 18.80 0.83 736.60 1.15 0.87 ----- ----- ----- ----- ----- ----- 0.87 18.83 0.83 736.60 1.14 0.87 ----- ----- ----- ----- ----- ----- 0.87 18.87 0.83 736.60 1.13 0.87 ----- ----- ----- ----- ----- ----- 0.87 18.90 0.82 736.60 1.13 0.86 ----- ----- ----- ----- ----- ----- 0.86 18.93 0.82 736.60 1.12 0.86 ----- ----- ----- ----- ----- ----- 0.86 18.97 0.81 736.60 1.11 0.85 ----- ----- ----- ----- ----- ----- 0.85 19.00 0.81 736.60 1.11 0.85 ----- ----- ----- ----- ----- ----- 0.85 19.03 0.81 736.59 1.10 0.84 ----- ----- ----- ----- ----- ----- 0.84 19.07 0.80 736.59 1.09 0.84 ----- ----- ----- ----- ----- ----- 0.84 19.10 0.80 736.59 1.09 0.84 ----- ----- ----- ----- ----- ----- 0.84 19.13 0.79 736.59 1.08 0.83 ----- ----- ----- ----- ----- ----- 0.83 19.17 0.79 736.59 1.07 0.83 ----- ----- ----- ----- ----- ----- 0.83 19.20 0.78 736.59 1.06 0.82 ----- ----- ----- ----- ----- ----- 0.82 19.23 0.78 736.59 1.06 0.82 ----- ----- ----- ----- ----- ----- 0.82 19.27 0.78 736.59 1.05 0.82 ----- ----- ----- ----- ----- ----- 0.82 19.30 0.77 736.58 1.04 0.81 ----- ----- ----- ----- ----- ----- 0.81 19.33 0.77 736.58 1.04 0.81 ----- ----- ----- ----- ----- ----- 0.81 19.37 0.76 736.58 1.03 0.80 ----- ----- ----- ----- ----- ----- 0.80 19.40 0.76 736.58 1.02 0.80 ----- ----- ----- ----- ----- ----- 0.80 19.43 0.76 736.58 1.02 0.79 ----- ----- ----- ----- -- -- ----- 0.79 19.47 0.75 736.58 1.01 0.79 ----- ----- ----- ----- ----- ----- 0.79 19.50 0.75 736.58 1.00 0.79 ----- ----- ----- ----- ----- ----- 0.79 19.53 0.74 736.58 1.00 0.78 ----- ----- ----- ----- ----- ----- 0.78 19.57 0.74 736.57 0.99 0.78 ----- ----- ----- ----- ----- ----- 0.78 19.60 0.73 736.57 0.98 0.77 ----- ----- ----- ----- ----- ----- 0.77 19.63 0.73 736.57 0.98 0.77 ----- ----- ----- ----- ----- ----- 0.77 19.67 0.73 736.57 0.97 0.76 ----- ----- ----- ----- ----- ----- 0.76 19.70 0.72 736.57 0.96 0.76 ----- ----- ----- ----- ----- ----- 0.76 19.73 0.72 736.57 0.96 0.76 ----- ----- ----- ----- ----- ----- 0.76 19.77 0.71 736.57 0.95 0.75 ----- ----- ----- ----- ----- ----- 0.75 19.80 0.71 736.57 0.94 0.75 ----- ----- ----- ----- ----- ----- 0.75 19.83 0.70 736.56 0.94 0.74 ----- ----- ----- ----- ----- ----- 0.74 19.87 0.70 736.56 0.93 0.74 ----- ----- ----- ----- ----- ----- 0.74 19.90 0.70 736.56 0.92 0.74 ----- ----- ----- ----- ----- ----- 0.74 19.93 0.69 736.56 0.92 0.73 ----- ----- ----- ----- ----- ----- 0.73 19.97 0.69 736.56 0.91 0.73 ----- ----- ----- ----- ----- ----- 0.73 20.00 0.68 736.56 0.90 0.72 ----- ----- ----- ----- ----- ----- 0.72 20.03 0.68 736.56 0.90 0.72 ----- ----- ----- ----- ----- ----- 0.72 20.07 0.68 736.56 0.90 0.72 ----- ----- ----- ----- ----- ----- 0.72 20.10 0.67 736.55 0.89 0.71 ----- ----- ----- -- -- ----- ----- 0.71 20.13 0.67 736.55 0.89 0.71 ----- ----- ----- ----- ----- ----- 0.71 20.17 0.67 736.55 0.88 0.71 ----- ----- ----- ----- ----- ----- 0.71 20.20 0.67 736.55 0.88 0.70 ----- ----- ----- ----- ----- ----- 0.70 20.23 0.67 736.55 0.87 0.70 ----- ----- ----- ----- ----- ----- 0.70 20.27 0.67 736.55 0.87 0.70 ----- ----- ----- ----- ----- ----- 0.70 20.30 0.67 736.55 0.87 0.69 ----- ----- ----- ----- ----- ----- 0.69 20.33 0.66 736.55 0.86 0.69 ----- ----- ----- ----- ----- ----- 0.69 Continues on next page... pond - 100 yr Page 8 Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 20.37 0.66 736.55 0.86 0.69 ----- ----- ----- ----- ----- ----- 0.69 20.40 0.66 736.55 0.86 0.69 ----- ----- ----- ----- ----- ----- 0.69 20.43 0.66 736.54 0.85 0.68 ----- ----- ----- ----- ----- ----- 0.68 20.47 0.66 736.54 0.85 0.68 ----- ----- ----- ----- ----- ----- 0.68 20.50 0.66 736.54 0.85 0.68 ----- ----- ----- ----- ----- ----- 0.68 20.53 0.66 736.54 0.85 0.68 ----- ----- ----- ----- ----- ----- 0.68 20.57 0.66 736.54 0.84 0.68 ----- ----- ----- ----- ----- ----- 0.68 20.60 0.66 736.54 0.84 0.68 ----- ----- ----- ----- ----- ----- 0.68 20.63 0.66 736.54 0.84 0.67 ----- ----- ----- ----- ----- ----- 0.67 20.67 0.66 736.54 0.84 0.67 ----- ----- ----- ----- ----- ----- 0.67 20.70 0.66 736.54 0.84 0.67 ----- ----- ----- ----- ----- ----- 0.67 20.73 0.66 736.54 0.84 0.67 ----- ----- ----- ----- ----- ----- 0.67 20.77 0.65 736.54 0.83 0.67 ----- ----- ----- ----- ----- ----- 0.67 20.80 0.65 736.54 0.83 0.67 ----- ----- ----- ----- ----- ----- 0.67 20.83 0.65 736.54 0.83 0.67 ----- ----- ----- ----- ----- ----- 0.67 20.87 0.65 736.54 0.83 0.66 ----- ----- ----- ----- ----- ----- 0.66 20.90 0.65 736.54 0.83 0.66 ----- ----- ----- ----- ----- ----- 0.66 20.93 0.65 736.54 0.83 0.66 ----- ----- ----- ----- ----- ----- 0.66 20.97 0.65 736.54 0.82 0.66 ----- ----- ----- ----- ----- ----- 0.66 21.00 0.65 736.54 0.82 0.66 ----- ----- ----- ----- ----- ----- 0.66 21.03 0.65 736.54 0.82 0.66 ----- ----- ----- ----- ----- ----- 0.66 21.07 0.65 736.54 0.82 0.66 ----- ----- ----- ----- ----- ----- 0.66 21.10 0.65 736.54 0.82 0.66 ----- ----- ----- ----- ----- ----- 0.66 21.13 0.65 736.54 0.82 0.66 ----- ----- ----- ----- ----- ----- 0.66 21.17 0.64 736.53 0.82 0.66 ----- ----- ----- ----- ----- ----- 0.66 21.20 0.64 736.53 0.82 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.23 0.64 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.27 ' 0.64 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.30 0.64 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.33 0.64 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.37 0.64 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.40 0.64 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.43 0.64 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.47 0.64 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.50 0.64 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.53 0.64 736.53 0.80 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.57 0.63 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.60 0.63 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.63 0.63 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.67 0.63 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.70 0.63 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.73 0.63 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.77 0.63 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.80 0.63 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.83 0.63 736.53 0.79 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.87 0.63 736.53 0.79 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.90 0.63 736.53 0.79 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.93 0.63 736.53 0.79 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.97 0.63 736.53 0.79 0.63 ----- ----- ----- ----- ----- ----- 0.63 Continues on next page... I pond - 100 yr Page 9 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 22.00 0.62 736.53 0.79 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.03 0.62 736.53 0.79 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.07 0.62 736.53 0.79 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.10 0.62 736.53 0.79 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.13 0.62 736.53 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.17 0.62 736.53 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.20 0.62 736.53 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.23 0.62 736.53 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.27 0.62 736.53 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.30 0.62 736.53 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.33 0.62 736.52 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.37 0.62 736.52 0.78 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.40 0.61 736.52 0.78 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.43 0.61 736.52 0.78 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.47 0.61 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.50 0.61 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.53 0.61 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.57 0.61 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.60 0.61 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.63 0.61 736.52 0.77 0.62 -- -- ----- ----- ----- ----- ----- 0.62 22.67 0.61 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.70 0.61 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.73 0.61 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.77 0.61 736.52 0.77 0.61 ----- ----- ----- ----- ----- ----- 0.61 22.80 0.60 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 22.83 0.60 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 22.87 0.60 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 22.90 0.60 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 22.93 0.60 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 22.97 0.60 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 23.00 0.60 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 23.03 0.60 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 23.07 0.60 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 23.10 0.60 736.52 0.75 0.61 ----- ----- ----- ----- ----- ----- 0.61 23.13 0.60 736.52 0.75 0.61 ----- ----- ----- ----- ----- ----- 0.61 23.17 0.60 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.20 0.60 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.23 0.59 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.27 0.59 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.30 0.59 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.33 0.59 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.37 0.59 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.40 0.59 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.43 0.59 736.52 0.74 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.47 0.59 736.52 0.74 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.50 0.59 736.52 0.74 0.60 ----- ----- ----- ----- ----- - ----- 0.60 23.53 0.59 736.51 0.74 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.57 0.59 736.51 0.74 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.60 0.59 736.51 0.74 0.59 ----- ----- ----- ----- ----- ----- 0.59 Continues on next page... r pond - 100 yr Hydrograph Discharge Table Page 10 Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 23.63 0.58 736.51 0.74 0.59 ----- ----- ----- ----- ----- ----- 0.59 23.67 0.58 736.51 0.74 0.59 ----- ----- ----- ----- ----- ----- 0.59 23.70 0.58 736.51 0.74 0.59 ----- ----- ----- ----- ----- ----- 0.59 23.73 0.58 736.51 0.73 0.59 ----- ----- ----- ----- ----- ----- 0.59 23.77 0.58 736.51 0.73 0.59 ----- ----- ----- ----- ----- ----- 0.59 23.80 0.58 736.51 0.73 0.59 ----- ----- ----- ----- ----- ----- 0.59 23.83 0.58 736.51 0.73 0.59 ----- ----- ----- ----- ----- ----- 0.59 23.87 0.58 736.51 0.73 0.59 ----- ----- ----- ----- ----- ----- 0.59 23.90 0.58 736.51 0.73 0.59 ----- ----- ----- ----- ----- ----- 0.59 23.93 0.58 736.51 0.73 0.59 ----- ----- ----- ----- ----- ----- 0.59 23.97 0.58 736.51 0.73 0.59 ----- ----- ----- ----- ----- ----- 0.59 24.00 0.58 736.51 0.73 0.58 ----- ----- ----- ----- ----- ----- 0.58 24.03 0.53 736.51 0.72 0.58 ----- ----- ----- ----- ----- ----- 0.58 24.07 0.43 736.51 0.71 0.57 ----- ----- ----- ----- ----- ----- 0.57 24.10 0.29 736.50 0.69 0.55 ----- ----- ----- ----- ----- ----- 0.55 24.13 0.17 736.49 0.65 0.53 ----- ----- ----- ----- ----- ----- 0.53 24.17 0.09 736.48 0.61 0.49 ----- ----- ----- ----- ----- ----- 0.49 24.20 0.03 736.47 0.56 0.45 ----- ----- ----- ----- ----- ----- 0.45 24.23 0.00 736.45 0.51 0.41 ----- ----- ----- ----- ----- ----- 0.41 24.27 0.00 736.44 0.46 0.38 ----- ----- ----- ----- ----- ----- 0.38 24.30 0.00 736.43 0.42 0.34 ----- ----- ----- ----- ----- ----- 0.34 24.33 0.00 736.42 0.38 0.31 ----- ----- ----- ----- ----- ----- 0.31 24.37 0.00 736.41 0.34 0.29 ----- ----- ----- ----- ----- =---- 0.29 24.40 0.00 736.40 0.31 0.26 ----- ----- ----- ----- ----- ----- 0.26 24.43 0.00 736.39 0.28 0.24 ----- ----- ----- ----- ----- ----- 0.24 24.47 0.00 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 ...End FAITH BAPTIST CHURCH STORMWATER MANAGEMENT COMPUTATIONS FREDERICK COUNTY, VIRGINIA August 15, 2001 OWNER/DEVELOPER: TRUSTEES OF FAITH BAPTIST CHURCH 635 DOUBLE CHURCH ROAD STEPHENS CITY, VA 22655 (540) 868-1795 PREPARED BY: GREENWAY ENGINEERING 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 Stormwater Management Computations CONTENTS Stormwater Management Narrative Drainage Map Stormwater Management Computations Temporary Sediment Basin Computations Greenway Engineering Page 2 Stormwater Management Computations STORMWATER MANAGEMENT NARRATIVE Greenway Engineering Page 3 Stormwater Management Computations Faith Baptist Church Stormwater Management Narrative Site Conditions The existing site conditions for the church facility consist of open fields with cedar scrubs on the eastern half of the property. The church building is located in an area that is at the top of the drainage divide. Parking is located to the east of the church building. Analysis The existing site is divided into two distinct drainage areas draining to two different discharge situations. Area A Area A consists of 18.1 acres and drains an area along Double Church Road, across the subject property then drains across Double Church Road through an existing 42"x29"CMPA. The initial site plan and stormwater management computations for the Faith Baptist Church provided a basin with approximately 14,600 cubic feet of total storage volume between the Brandy Lane culverts and the entrance culverts. The basin will reduce runoff by 2.8 cfs for the 10-year storm and 7.4 cfs for the 100= year storm. The water surface elevation for the 100-year storm is 748.37, which is contained within the limits of the basin. The drainage ditch downstream of the entrance culverts convey flow to a 24" RCP culvert that crosses the existing sanitary sewer line. The total storage volume of the ditch is approximately 23,400 cubic feet. This ditch reduces runoff by 10.7 cfs from the 10-year storm and 19.8 cfs from the 100-year storm. The 24" RCP sewer crossing culvert outfalls into a ditch that conveys runoff to the existing 42"x29" CMPA under Double Church Road. The culvert has a full flow capacity of 32.5 cfs. The culverts located on -site have been sized to ensure that the 42"X29" CMPA culvert will not be over burdened due to the increase in runoff associated with the project. The new flow from the project and drainage area is 23.4 cfs during the 10 yr storm. Therefore, the 42"X29" CMPA culvert will not be overburdened during the storm event and is an adequate outfall for Area A of this project. Both the basin and the drainage ditch have been routed for the 2-year, 10-year and 100-year storm events. The computations from the previous site plan approval are included in the following pages. Those computations included both the Phase I development, which has been completed, and the Phase II development, which encompasses the portion of this master site plan within the Area A drainage shed. Since stormwater flows have already been incorporated into the stormwater management design, no additional calculations have been completed for this project regarding Area A, except to ensure what was constructed meets the intended design. Greenway Engineering Page 4 Stormwater Management Computations Area B Area B consists of 8.67 acres all of which are located on the church property. Most of Area B consists of open fields with cedar scrubs except for some of the paved parking area and the existing pavilion. The church expansion will impact 6.8 acres by adding buildings and parking to increase the runoff by 4.48 cfs, 6.68 cfs and 8.34 cfs for the 2 yr, 10 yr and 100 year storm respectively. Management will be provided by a stormwater basin with approximately 34,533 cubic feet of total storage volume and will be located on the southern corner of the property. The basin will reduce runoff by 22.96 cfs for the 10 year storm and 33.10 cfs for the 100 year storm. The water surface elevations for the 100 year storm is 740.17, which is contained within the limits of the basin. The basin drains into a natural drainage feature that proceeds off site of the property. The offsite drainage is by means of a natural drainage swale. Velocities at the discharge of the pond are such that channalization of the natural channel will not occur. The predevelopment runoff of 25.90 cfs is 3.5 times larger than the design release rate of 9.62 cfs from the stormwater management pond. Also the down stream channel has a channel slope of 4.5% and side slopes of 9.75 and 4.75 to 1. The velocity in the channel with this property's stormwater release rate of 9.62 cfs is 4.35 fps. With this information presented, the downstream channel will not be adversely impacted by this development. Conclusion Stormwater management for this development is satisfied in Area A by the use of the basin and drainage ditch. The drainage shed to the existing 24" RCP culvert is 18.1 acres. The c-factor for the drainage shed will increase by 0.05 due to this development (1.7 acres impervious). This will result in an increase in peak flow for the 18.1 acres of 3.0 cfs, 4.1 cfs and 6.0 cfs for the 2-year, 10-year and 100- year storms respectively. The proposed improvements will detain runoff by 5.8 cfs, 10.7 cfs and 19.8 cfs for the 2-year, 10-year and 100-year storms respectively. Stormwater management for this development is satisfied in Area B by the use of a basin. The drainage shed to the existing basin is 8.67 acres. The CN-factor for the drainage shed will increase by 6 points due to this additional development (2.1 additional acres impervious). This will result in an increase in peak flow for the 8.67 acres of 4.48 cfs, 6.68 cfs and 8.34 cfs for the 2-year, 10-year and 100-year storms respectively. The proposed improvements will detain runoff by 6.36 cfs, 22.96 cfs and 33.10 cfs for the 2-year, 10-year and 100-year storms respectively. Calculations Area A Tc = 15 min. I2 = 3.3 in/hr 110 =4.6 in/hr I100 =6.6 in/hr Pre -development for Drainage Shed Qz = (0.36) (3.3 in/hr) (18.1 acres) = 21.5 cfs Qio= (0.36)(4.6 in/hr)(18.1 acres)=30.0 cfs Q100= (0.36)(6.6 in/hr)(18.1 acres)=43.0 cfs Greemvay Engineering Page 5 Stormwater Management Computations Area B Post -development for Drainage Shed Q2 = (0.41) (3.3 in/hr) (18.1 acres) = 24.5 cfs Q10= (0.41)(4.6 in/lir)(18.1 acres)=34.1 cfs Qioo = (0.41)(6.6 in/hr)(18.1 acres)=49.0 cfs Increase in Runoff for Drainage Shed Q2 = 3.0 cfs Qio= 4.1 cfs Qioo= 6.0 cfs Amount of Runoff Detained for Drainage Shed Q2 = 5.8 cfs Qio= 10.7 cfs Qioo= 19.8 cfs Tc = 7.2 min. I2 = 3.0 in/hr I10 =4.9 in/hr I100 =6.8 in/hr Pre -development for Drainage Shed Q2 (hydrograph flow) = 8.58 cfs Q,o(hydrograph flow) = 25.90 cfs Qioo (hydrograph flow) = 46.10 cfs Post -development for Drainage Shed Q2 (hydrograph flow) = 13.06 cfs Q,o(hydrograph flow) = 32.58 cfs Q,00 (hydrograph flow) = 54.44 cfs Increase in Runoff for Drainage Shed Q2 = 4.48 cfs Qio= 6.68 cfs Qioo= 8.34 cfs Amount of Runoff Detained for Drainage Shed Q2= 6.36 cfs Qio= 22.96 cfs Qioo= 33.10 cfs Greenway Engineering Page 6 Stormwater Management Computations DRAINAGE MAP Greenway Engineering Page 7 :Ilk Stormwater Management Computations TEMPORARY SEDIMENT BASIN COMPUTATIONS Greenway Engineering Page 9 1992 3.14 TEMPORARY SEDIMENT BASIN DESIGN DATA SHEET (with or without an emergency spillway) Project ELT 26P,2-FkS ( a,)yd Basin # ) Location Total area draining to basin: 8. (�acres. Q��r� A-26A — 3.91 AC Basin Volume Design Wet Storage: 1. Minimum. required volume = 67 cu. yds. x Total Drainage Area (acres). 67 cu. yds. x 8. (,7 " acres = 580,89 cu. yds. 2. Available basin volume cu. .yds. at elevation 73&&,. (From storage - elevation. curve) 3. Excavate 5 1 cu. yds. to obtain required volume*. * Elevation corresponding to required volume = invert of the dewatering orifice. 4. Available volume before cleanout required. 33 cu, yds. x 8. t,y acres = ?_B(.I I cu. yds. 5. Elevation corresponding to cleanout level = 737. I d (From Storage - Elevation Curve) 6. Distance from invert of the dewatering orifice to cleanout level (Min. = 1.0 ft.) Dry Storage: 7. Minimum required volume = 67 cu. yds. x Total Drainage Area (acres). 67 cu. yds. x 81,7 acres. = 53D,8'? cu. yds. III - 112 1992 3.14 8. Total available basin volume at crest of riser* = I 1 g cu. yds. at elevation 74L (From Storage - Elevation Curve) * Minimum = 134 cu. yds./acre of total drainage area. C l Q, 2 9. Diameter of dewatering orifice = in. " 10. Diameter of flexible tubing = in. (diameter of dewatering orifice plus 2 inches). PreliminaU Design Elevations 11. Crest of Riser = 7 39 9 a Top of Dam = 7 41 Design High Water = 74 0 Upstream Toe of Dam = 73C� Basin Shape 2^ 36 12. Length of Flow L — , Effective Width We If > 2, baffles are not required If < 2, baffles are required �C Runoff 13. Q2 = 3.O cfs (From Chapter 5) 14. Q25 = 4 Z- ?3 cfs (From Chapter 5) Principal Spillway Design 15. With emergency spillway, required spillway capacity QP = Q2 = �lA cfs. (riser and barrel) Without emergency spillway, required spillway capacity QP = Q25 = 4L6 cfs. (riser and barrel) 1992 3.14 16. With emergency spillway: Assumed available head (h) ft. (Using Q2) h = Crest of Emergency Spillway Elevation - Crest of Riser Elevation Without emergency spillway: , 72 Assumed available head (h) = 11-7 ft. (Using Q25) h = Design High Water Elevation - Crest of Riser Elevation 17. Riser diameter (DO = 4 6' in. Actual head (h) . = 1, I ft. l,or (From Plate 3.14-8.) Note: Avoid orifice flow conditions. 18. Barrel length (1) Head (H) on barrel through embankment = 3.7 ft. (From Plate 3.14-7). 19. Barrel diameter =_ in. (From Plate 3.14-B [concrete pipe] or Plate 3.14-A [corrugated pipe]). 20. Trash rack and anti -vortex device Diameter = 72- inches. Height = 21 inches. (From Table 3.14-D). Emergye U SpillwaDesign rj . / 21. Required spillway capacity Q. = Q25 - Qp = cfs. 22. Bottom width (b) = ft.; the slope of the exit. channel. (s) _ ft./foot; and the minimum length of the exit channel (x) _ ft. (From Table 3.14-C). 1992 3.14 Anti -Seep Collar Design 23. Depth of water at principal spillway crest (Y) = 3 Z ft. Slope of upstream face of embankment (Z) _ :1• Slope of principal spillway barrel (Sb) _ % Length of barrel in saturated zone (L) ft. 24. Number of collars required = �_ dimensions = 5 x 5 (from Plate 3.14-12). Final Design Elevations 25. Top of Dam = 741 Design High Water = 73 9. a? Emergency Spillway Crest Principal Spillway Crest = •7 3 8 Dewatering Orifice Invert = . -738 10 Cleanout Elevation = 73 7 J Elevation of Upstream Toe of Dam or Excavated Bottom of "Wet Storage o Area" (if excavation was performed) = 736 6 B IR - 115 0) cz W m 1 Pond -SEDIMENT BASIN DESIG 0 10000 20000 3000 40000 >9torage (cuft) 50000 60000 Stormwater Management Computations STORMWATER MANAGEMENT COMPUTATIONS Greenway Engineering Page 10 Stormwater Management Computations Area A Calculations Greenway Engineering Page 11 Reservoir Report Page 1 Reservoir No. 1 Entrance Culverts Culvert / Orifice Structures Weir Structures [A] [B] [C] [A] [B] [C] Rise (in) = 24.0 0.0 0.0 Crest Len (ft) = 0.0 0.0 0.0 Span (in) = 24.0 0.0 0.0 Crest El. (ft) = 0.00 0.00 0.00 No. Barrels = 3 0 0 Weir Coeff. = 3.00 3.00 3.00 Invert El. (ft) = 747.45 0.00 0.00 Eqn. Exp. = 1.50 1.50 1.50 Length (ft) = 50.0 0.0 0.0 Multi -Stage = No No No Slope (%) = 0.00 0.00 0.00 N-Value = .013 .013 .013 Orif. Coeff. = 0.60 0.60 0.60 Multi -Stage = --- No No Tailwater Elevation = 0.00 ft Note: All outflows have been analyzed under inlet and outlet ccntml. Stage / Storage / Discharge Table Stage Storage Elevation Culy. A Culv. B Culy. C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.0 00 747.45 0.00 -_ __ ___ -_ --- 0.00 0.1 145 747.51 2.60 -_ -- - -- -- 2.60 0.1 290 747.56 10.64 -- ---. -- - -- 10.64 0.2 435 747.61 13.03 --- --- --- - --- 13.03 0.2 580 747.67 15.05 --- -- --- -- --- 15.05 0.3 725 747.72 16.83 --- --- -- -- --- 16.83 0.3 870 747.78 18.43 -- -- --- -- --- 18.43 0.4 1,015 747.83 19.91 - -- - - - 19.91 0.4 1,160 747.89 21.28 -- --- --- --- 21.28 0.5 1,305 747.94 22.57 --- -- --- - --- 22.57 0.6 1,450 748.00 23.80 - -- --- - -- 23.80 0.8 2,770 748.20 27.79 - -- -- - - 27.79 0.9 4,091 748.40 31.28 -- -- -- -- - 31.28 1.1 5,411 748.60 34.41 --- - --- 34.41 1.4 6,731 748.80 37.28 -- -- --- -- --- 37.28 1.6 8,052 749.00 39.95 -- -- -- - -- 39.95 1.8 9,372 749.20 42.45 -- --- -- --- --- 42.45 2.0 10,692 749.40 44.81 -- --- -- - -- 44.81 2.2 12,012 749.60 48.66 -- --- -- - - 48.66 2.4 13,333 749.80 52.72 - - -- - --- 52.72 2.5 14,653 750.00 56.49 - -- -- - 56.49 Stage / Storage 2.5 2.0 1.5 Stage (ft) 1.0 0.5 0.0 0 5000 10000 Storage (cult) 15000 Stage I Discharge 2.5 2.0 1.5 Stage (ft) 1.0 0.5 0.00 10 20 30 40 50 60 Discharge (cfs) Hydrograph Report Page 1 Hyd. No. 12 2-yr Entrance Culverts Hydrograph type = Reservoir Storm frequency = 2 yrs Inflow hyd. No. = 1 Max. Elevation = 747.77 ft Storage kid+catioci method used. Hydrograph Discharge Table Peak discharge Time interval Reservoir name Max. Storage = 18.04'cfs = 1 min = Entrance Culver = 835 cuft Total Volume = 17,313 cuft, 0.397 acft Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.15 11.54 747.57 10.92 ---- ----- ----- --- 10.91 0.17 12.82 747.59 11.75 --- ---- ---- --- 11.75 0.18 14.11 747.61 12.89 -- ---- ----- ---- 12.89 0.20 15.39 747.64 14.00 -- ---- --- -- --- 14.00 0.22 16.67 747.67 15.18 ----- ----- ---- ----- ---- 15.18 0.23 17.95 747.71 16.33 -- ---- ---- ----- ---- 16.33 0.25 19.24 << 747.75 17.49 ---- ---- ----- ----- - 17.49 0.27 17.95 747.77 << 18.04 -- ----- ---- -- -- - 18.04 << 0.28 16.67 747.75 17.68 ---- ----- --- --- --- 17.68 0.30 15.39 747.73 16.86 - -- --- ---- -- - 16.86 0.32 14.11 747.69 15.73 -- ----- --- ---- ---- 15.73 0.33 12.82 747.65 14.46 --- ---- ---- --- -- 14.46 0.35 11.54 747.62 13.12 --- ---- ---- ---- 13.12 0.37 10.26 747.58 11.66 --- --- ---- ----- ---- 11.66 0.38 8.98 747.56 10.02 ----- ---- ----- ---- 10.01 ... End Hydrograph Report Pape 1 Hyd. No. 11 10-yr Entrance Culvert Hydrograph type = Reservoir Peak discharge = 24.19'cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyd. No. = 2 Reservoir name = Entrance Culver Max. Elevation = 748.02 ft Max. Storage = 1,579 cult storage WICMSon method used. Total Volume = 24,277 tuft, 0.557 acft Hydrograph Discharge Table Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.10 10.79 747.56 10.25 --- - ----- --- --- ----- 10.25 0.12 12.59 747.58 11.39 ----- -- ---- ---- --- 11.39 0.13 14.39 747.61 12.78 ---- ----- --- -- ----- 12.78 0.15 16.18 747.65 14.28 --- ---- ----- ---- --- 14.28 0.17 17.98 747.69 15.85 ----- ----- ----- --- ----- 15.85 0.18 19.78 747.75 17.43 - ----- ---- -- ---- 17.43 0.20 21.58 747.80 19.02 --- ----- ---- ----- ---- 19.02 0.22 23.38 747.86 20.60 -- - -- -- --- 20.60 0.23 25.18 747.93 22.18 --- ---- ---- --- --- 22.18 0.25 26.97 << 748.00 23.77 -- ---- ---- -- --- 23.77 0.27 25.18 748.02 24.17 -- --- --- --- ---- 24.17 0.28 23.38 748.02 << 24.19 --- ----- --- ---- --- 24.19 << 0.30 21.58 748.01 23.90 --- ----- --- ----- --- 23.90 0.32 19.78 747.95 22.75 --- --- ---- --- ---- 22.75 0.33 17.98 747.88 21.12 -- ----- ----- ---- ---- 21.12 0.35 16.18 747.81 19.30 -- ---- --- --- --- 19.30 0.37 14.39 747.74 17.35 --- ----- ---- ----- ----- 17.35 0.38 12.59 747.68 15.32 -- ----- ---- --- --- 15.32 0.40 10.79 747.62 13.21 ---- ----- ----- ----- ---- 13.21 0.42 8.99 747.57 11.03 ---- ----- ---- -- - ---- 11.03 ... End Hydrograph Report Page 1 Hyd. No. 10 100-yr Entrance Culver Hydrograph type = Reservoir Peak discharge = 30.81 Us Storm frequency = 100 yrs Time interval = 1 min Inflow hyd. No. = 3 Reservoir name = Entrance Culver Max. Elevation = 748.37 ft Max. Storage = 3,915 cuft Storage kwhcatlon meftd used. Total Volume = 34,415 tuft, 0.790 acft Hydrograph Discharge Table Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (efs) (ft) (ofs) (oft) (efs) (ofs) (ofs) (afs) (efs) 0.08 12.75 747.58 11.36 --- ---- ---- - --- --- 11.36 0.10 15.30 747.62 13.11 - --- ----- ----- ---- 13.11 0.12 17.85 747.67 15.14 ---- ----- ----- ---- ---- 15.14 0.13 20.39 747.74 17.25 -- -- - ---- ---- 17.25 0.15 22.94 747.82 19.39 --- -- --- - ----- 19.39 0.17 25.49 747.90 21.54 --- ----- ----- --- --- 21.54 0.18 28.04 748.00 23.70 ---- ----- ----- --- ----- 23.70 0.20 30.59 748.04 24.69 --- ---- -- - --- 24.69 0.22 33.14 748.10 25.88 -- -- ---- --- --- 25.88 0.23 35.69 748.18 27.30 -- --- --- -- ----- 27.30 0.25 38.24 << 748.26 28.78 --- ----- ----- ---- ---- 28.78 0.27 35.69 748.33 29.98 -- -- -- -- ---- 29.98 0.28 33.14 748.36 30.63 --- ---_ _-_ _- __-- 30.63 0.30 30.59 748.37 << 30.81 -- ---- ---- -- ---- 30.81 << 0.32 28.04 748.36 30.59 ----- ---- ---- -- ----- 30.59 0.33 25.49 748.33 30.03 - --- ---- -- --- 30.03 0.35 22.94 748.28 29.18 --- ----- ---- ---- - ----- 29.18 0.37 20.39 748.22 28.08 --- ---- ---- ---- ----- 28.08 0.38 17.85 748.14 26.62 ---- ----- ----- --- ---- 26.62 0.40 15.30 748.06 24.95 -- ---- ---- -- --- 24.95 0.42 12.75 747.93 22.17 ---- ---- ----- ---- - -- 22.17 0.43 10.20 747.74 17.27 - ---- ----- --- ---- 17.27 0.45 7.65 747.60 12.55 ---- --- ----- ---- ----- 12.55 ..End Reservoir Report Page 1 Reservoir No. 2 Sanitary Sewer Culverts Culvert I Orifice Structures Weir Structures [A] [B] [C] [A] [B] [C] Rise (in) = 24.0 0.0 0.0 Crest Lan (ft) = 0.0 0.0 0.0 Span (in) = 24.0 0.0 0.0 Crest El. (ft) = 0.00 0.00 0.00 No. Barrels = 1 0 0 Weir Coeff. = 3.00 3.00 3.00 Invert El. (ft) = 743.50 0.00 0.00 Eqn. Exp. = 1.50 1.50 1.50 Length (ft) = 25.0 0.0 0.0 Multi -Stage = No No No Slope (%) = 0.01 0.00 0.00 N-Value = .013 .013 .013 Orif. Coeff. = 0.60 0.60 0.60 Multi -Stage = -- No No Tailwater Elevation = 0.00 ft Note: All outflows haw been analyzed under inlet and outlet control. Stage / Storage / Discharge Table Stage Storage Elevation Culy. A Culy. B Cuiv. C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.0 00 743.50 0.00 - --- -- --- -- 0.00 0.1 13 743.55 0.84 -- - - - -- 0.84 0.1 26 743.60 3.38 - - - -- - 3.38 0.2 39 743.65 4.14 - - - --- - 4.14 0.2 52 743.70 4.78 - - - - - 4.78 0.3 65 743.75 5.35 - - -- - - 5.35 0.3 77 743.80 5.86 --- --- -- --- --- 5.86 0.4 90 743.85 6.33 - - - -- - 6.33 0.4 103 743.90 6.76 - - - - ___ - - 6.76 0.5 116 743.95 7.17 -- - --- -- - 7.17 0.5 129 744.00 7.56 -- -- --- -- -- 7.56 0.6 237 744.10 8.29 - - - - - 8.29 0.7 345 744.20 8.95 -- -- -- --- - 8.95 0.8 454 744.30 9.57 - - - - - 9.57 0.9 562 744.40 10.15 - --- --- -- -- 10.15 1.0 670 744.50 10.70 -- - - - - 10.70 1.1 778 744.60 11.22 - --- - -- - 11.22 1.2 886 744.70 11.72 - - -- - - 11.72 1.3 995 744.80 12.19 - --- - - - -- 12.19 1.4 1,103 744.90 12.65- - --- --- - 12.65 1.5 1,211 745.00 13.10 -- --- - --- - 13.10 1.6 1,461 745.10 13.53 -- -- - -- - 13:53 1.7 1,711 745.20 13.95 - -- -- - - 13.95 1.8 1,961 745.30 14.35 - - -- --- - 14.35 1.9 2,211 745.40 14.74 - --- --- - - 14.74 2.0 2,461 745.50 15.13 - -- --- ___ __ 15.13 Continues on next page... Sanhary Sewer Cuh&erts Page 2 Stage / Storage / Discharge Table Stage Storage FIevation Culy. A Cuty. B Culy. -C Weir A Weir B Weir C Discharge (ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 2.1 2,711 745.60 15.86 - - - - -- 15.66 2.2 2,961 745.70 16.57 - - -- --- - 16.57 2.3 3,211 745.80 17.24 - - -- - -- 17.24 2.4 3,461 745.90 17.89 - - - - - IT89 2.5 3,711 746.00 18.52 - - - --- - 18.52 2.6 4,115 746.10 19.13 - - - - - 19.13 2.7 4,519 746.20 19.72 -- - -- -- -- 19•72 2.8 4,923 746.30 20.29 -- - -- - -- 20.29 2.9 5,327 746.40 20.85 - - - - - 20.85 3.0 5,732 746.50 21.39 - - -- -- - 21.39 3.1 6,136 746.60 21.92 - - --- -- - 21.92 3.2 6,540 746.70 22.43 - - -- --- - 22.43 3.3 6,944 746.80 22.94 - - - - - 22.94 3.4 7,348 746.90 23.43 - - --- -- -- 23.43 3.5 7,752 747.00 23.91 - __ - - -- 23.91 3.6 8,407 747.10 24.39 - - - - - 24.39 3.7 9,063 747.20 24.46 - --- - --- - 24.46 3.8 9,718 747.30 25.17 - -- --- - -- 25.17 3.9 10,373 747.40 25.76 - - - - - 25.76 4.0 11,028 T47.50 26.20 - -- -- -- - 26.20 4.1 11,684 747.60 26.63 - -- --- - -- 26.63 4.2 12,339 747.70 2TO6" - - - -_ -- 2T.06 4.3 12,994 747.80 27.47 - - - - - 27.47 4.4 13,650 747.90 27.89 - -- -- -- -- 27.89 4.5 14,305 748.00 28.30 - - -- - - 28.30 4.6 15,215 748.10 28.70 - -- - -- -- 2$.70 4.7 16,126 748.20 29.09 - - -- - --- 29.09 4.8 17,036 748.30 29.48 - - -- --- - 29.48 4.9 17,947 748.40 29.87 - - --- -- - 29.87 5.0 18,857 748.50 30.25 - -- --- --- - 30.25 5.1 19,767 748.60 30.62 - - --- - - 30.62 5.2 20,678 748.70 31.00 - - -- -- -- 31.00 5.3 21,588 748.80 31.36 - -- --- -- - 31.36 5.4 22,499 748.90 31.73 - -- -- --- --- 31.73 5.5 23,409 749.00 32.08 -- --- --- - -- 32.08 Stage I Discharge 6- 5- 4- Stage (ft) 3 � i 2- 0 0 10 20 30 40 Discharge (cfs) Stage I Storage 6- 5- 4- Stage (ft) 3 2 1 0 0 5000 10000 15000 Storage (cuft) f/.[IIIIIII� 25000 Hydrograph Report Page 1 Hyd. No. 15 2-yr San. Sew. Culvt Hydrograph type = Reservoir Peak discharge = 17.96 cfs Storm frequency = 2 yrs Time interval = 1 min Inflow hyd. No. = 4 Reservoir name = Sanitary Sewer Max. Elevation = 745.91 ft Max. Storage = 3,488 cuft Ste" Wioalion method used. Total Volume = 21,445 cuft, 0.492 acft Hydrograph Discharge Table Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 0.15 14.28 744.50 10.68 --- ---- -- --- ---- 10.68 0.17 15.86 744.71 11.77 --- ---- ---- -- ---- 11.77 0.18 17.45 744.95 12.88 --- ---- ----- -- ----- 12.88 0.20 19.03 745.10 13.53 ----- ---- -- ---- ---- 13.53 0.22 20.62 745.24 14.12 --- ----- ---- ---- ---- 14.12 0.23 22.21 745.41 14.78 - ---- ----- ---- ---- 14.78 0.25 23.79 << 745.60 15.83 -_ ____ _____ ____ __-- 15.83 0.27 22.21 745.75 16.93 ---- ---- ----- - --- --- 16.93 0.28 20.62 745.85 17.59 -- --- -- -- --- 17.59 0.30 19.03 745.90 17.92 ---- ---- ----- -- ---- 17.92 0.32 17.45 745.91 << 17.96 - --- -- ---- --- 17.96 << 0.33 15.86 745.88 17.77 ---- ----- ----- ----- ---- 17.77 0.35 14.28 745.82 17.38 - ---- --- - - -- 17.38 0.37 12.69 745.73 16.80 - --- --- --- ---- 16.80 0.38 11.10 745.63 16.05 --- ---- ---- --- ----- 16.05 0.40 9.52 745.50 15.12 ----- ----- ---- ----- ----- 15.12 0.42 7.93 745.35 14.56 -- ----- - ---- ----- 14.56 0.43 6.34 745.18 13.87 - ----- --- --- - 13.87 0.45 4.76 744.98 13.03 --- ---- --- ---- --- 13.03 0.47 3.17 744.54 10.91 ---- ----- ----- ---- ----- 10.91 ... End Hydrograph Report Page 1 Hyd. No. 14 10-yr San. Sew. Culvt Hydrograph type = Reservoir Peak discharge = 22.68 Cfs Storm frequency = 10 yrs Time interval = 1 min Inflow hyd. No. = 5 Reservoir name = Sanitary Sewer Max. Elevation = 746.75 ft Max. Storage = 6,739 cuft storage Wic-21;on method used. Total Volume = 30,045 cuft, 0.690 acft Hydrograph Discharge Table Time Inflow Elevation Cuiv. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (Cfs) (ft) (ofs) (Cfs) (Cfs) (Cfs) (Cfs) (Cfs) (Cfs) 0.12 15.57 744.53 10.88 -- --- - --- --- 10.88 0.13 17.79 744.82 12.28 -- - - --- -- ---- 12.28 0.15 20.02 745.07 13.39 - ---- --- -- -- 13.39 0.17 22.24 745.24 14.12 ---- ----- --- --- ---- 14.12 0.18 24.47 745.46 14.96 -- ---- -- ---- --- 14.96 0.20 26.69 745.69 16.51 ---- ---- --- ----- ----- 16.51 0.22 28.91 745.94 18.16 ---- ----- ----- ---- --- 18.16 0.23 31.14 746.13 19.32 - ---- -- --- ---- 19.32 0.25 33.36 << 746.32 20.38 -- ___ - _- __-- 20.38 0.27 31.14 746.49 21.31 ----- ----- - --- --- 21.31 0,28 28.91 746.61 21.97 -- --- - -- --- 21.97 0.30 26.69 746.69 22.40 -- ----- -- -- - - 22.40 0.32 24.47 746.74 22.63 - ----- ---- -- - --- 22.63 0.33 22.24 746.75 << 22.68 ----- ----- ---- ----- ----- 22.68 << 0.35 20.02 746.73 22.57 --- ----- -- --- ---- 22.57 0.37 17.79 746.67 22.30 --- ----- -- -- ----- 22.30 0.38 15.57 746.59 21.89 ---- ----- ---- --- --- 21.89 0.40 13.34 746.49 21.33 ---- ----- --- ----- ---- 21.33 0.42 11.12 746.36 20.62 --- ---- ----- ----- --- 20.62 0.43 8.90 746.21 19.76 - ---- ---- ----- --- 19.76 0.45 6.67 746.04 18.75 --- ---- --- --- -- 18.75 0.47 4.45 745.76 17.00 ---- -- ---- ---- ---- 17.00 0.48 2.22 745.46 14.98 --- ---- ---- ---- ---- 14.98 0.50 0.00 745.14 13.71 -- ---- -- --- - 13.71 0.52 0.00 744.63 11.39 - - --- --- ---- 11.39 ... End Hydrograph Report Page 1 Hyd. No. 13 100-yr San. Sew. Culvt Hydrograph type = Reservoir Peak discharge = 27.45 cfs Storm frequency = 100 yrs Time interval = 1 min Inflow hyd. No. = 6 Reservoir name = Sanitary Sewer Max. Elevation = 747.79 ft Max. Storage = 12,952 cuft storage 1-)dk2tta, method used. Total Volume = 42,664 cult, 0.979 acft Hydrograph Discharge Table Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (efs) (ft) (cis) (efs) (ofs) (cis) (cis) (oft) (cfs) 0.08 15.77 744.43 10.31 --- - --- -- -- --- 10.31 0.10 18.92 744.77 12.06 --- ----- ----- --- ---- 12.06 0.12 22.07 745.09 13.47 -- --- ____ ____ ____ 13.47 0.13 25.22 745.32 14.43 --- -- -- -- ---- 14.43 0.15 28.38 745.60 15.86 --- ----- --- - --- 15.86 0.17 31.53 745.91 17.97 ----- ---- ---- ---- ----- 17.97 0.18 34.68 746.16 19.48 ---- ---- ---- --- ----- 19.48 0.20 37.84 746.40 20.84 -- --- --- - -- 20.84 0.22 40.99 746.66 22.25 --- ---- -- -- ---- 22.25 0.23 44.14 746.95 23.69 ---- ---- --- --- ---- 23.69 0.25 47.30 << 747.17 24.44 --- ---- --- -- ----- 24.44 0.27 44.14 747.36 25.52 --- ---- --- - ---- 25.52 0.28 40.99 747.51 26.25 --- ---- --- ----- ---- 26.25 0.30 37.84 747.63 26.76 --- --- ---- ---- ----- 26.76 0.32 34.68 747.72 27.12 - - ---- ---- ---- ---- 27.12 0.33 31.53 747.77 27.35 --- -- --- --- ---- 27.35 0.35 28.38 747.79 << 27.45 --- - ----- --- -- - ---- 27.45 << 0.37 25.22 747.79 27.42 ----- ---- ----- --- ----- 27.42 0.38 22.07 747.75 27.28 ---- ---- --- --- ---- 27.28 0.40 18.92 747.69 27.02 - ---- -- -- ----- 27.02 0.42 15.77 747.61 26.65 ---- ---- --- ---- ---- 26.65 0.43 12.61 747.49 26.17 ---- ---- ---- ----- ---- 26.17 0.45 9.46 747.36 25.51 --- ---- -- ---- -- 25.51 0.47 6.31 747.20 24.47 ---- --- --- --- --- 24.47 0.48 3.15 747.02 24.02 ---- ----- --- -- ---- 24.02 0.50 0.00 746.72 22.51 ---- ----- --- ----- ---- 22.51 0.52 0.00 746.39 20.81 -- ---- - ---- ---- 20.81 0.53 0.00 746.10 19.11 - -- -- --- --- 19.11 0.55 0.00 745.73 16.75 ---- ----- ---- ---- ----- 16.75 0.57 0.00 745.35 14.55 ---- ---------- ---- ---- 14.55 0.58 0.00 745.02 13.18 --- ---- ---- ----- - --- 13.18 0.60 0.00 744.40 10.13 -- --- -- --- ---- 10.13 ... End Stormwater Management Computations Area B Calculations Greenway Engineering Page 12 Hydrograph Summary Report Page 1 Hyd. No, Hydrograph type (origin) Peak flow (cfs) Time Interval (min) Time to peak (min) Volume (cuft) Return period (yrs) Inflow hyd(s) Maximum elevation (ft) Maximum storage (cuft) Hydrograph description 1 SCS Runoff 8.58 2 720 21,077 2 ---- ------ ------ Area 2 - 2 Year Pr 2 SCS Runoff 13.06 2 720 30,238 2 ---- ------ ------ Area 2 - 2 yr post 4 SCS Runoff 25.90 2 720 59,325 10 ---- ------ ------ Area 2 - 10 Year P 5 SCS Runoff 32.58 2 718 74,539 10 ---- ------ ------ Area 2 - 10 yr pos 7 SCS Runoff 46.10 2 718 105,451 100 ---- ------ ------ Area 2 - 100 Year 8 SCS Runoff 54.44 2 718 125,061 100 ---- ------ ------ Area 2 - 100 yr po 10 Reservoir 6.70 2 726 30,238 2 2 738.00 6,874 pond - 2 yr 11 Reservoir 9.62 2 728 74,539 10 5 739.11 22,267 Pond - 10 yr 12 Reservoir 21.34 2 726 125,061 100 8 740.17 39,281 pond - 100 yr 14 SCS Runoff 42.80 2 718 97,952 25 ---- ------ ------ SED Area25 YR ro 15 Reservoir 13.56 2 728 97,952 25 14 740.12 35,154 SEDBASIN 25 YR Proj. file: 2328faithBC.GPW OF file: Sample.idf Run date: 08-15-2001 Reservoir Report Page 1 English Reservoir No. 1 - Pond Pond Data Pond storage is based on known contour areas Stage / Storage Table Stage ft 0.00 1.80 3.80 5.80 Elevation ft 736.20 738.00 740.00 742.00 Contour area sqft 1,000 6,640 21,200 33,900 Incr. Storage Total storage cult cuft 0 0 6,876 6,876 27,840 34,716 55,100 89,816 Culvert / Orifice Structures Weir Structures [A] [B] [C] [D] [A] [B] [C] [D] Rise in = 30.0 18.0 0.0 0.0 Crest Len ft = 12.6 30.0 0.0 0.0 Span in = 30.0 18.0 0.0 0.0 Crest El. ft = 740.00 740.00 0.00 0.00 No. Barrels = 1 1 0 0 Weir Coeff. = 3.00 3.00 0.00 0.00 Invert El. ft = 736.20 736.20 0.00 0.00 Eqn. Exp. = 1.50 1.50 0.00 0.00 Length ft = 40.0 0.0 0.0 0.0 Multi -Stage = Yes No No No Slope % = 0.50 - 0.00 0.00 0.00 N-Value = .013 .013 .000 .000 OHL Coeff. = 0.60 0.60 0.00 0.00 Multi -Stage = ----- Yes No No Tailwater Elevation = 0.00 ft Note: All outflows have been analyzed under Inlot and outlet control. Stage / Storage / Discharge Table Stage Storage Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Discharge ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 0.00 0 736.20 0.00 0.00 --- --- 0.00 0.00 --- --- 0.00 1.80 6,876 738.00 10.26 6.70 --- --- 0.00 0.00 --- --- 6.70 3.80 34,716 740.00 35.31 11.57 --- --- 0.00 0.00 --- --- 11.57 5.80 89,816 742.00 50.41 0.00 --- --- 106.66 254.56 --- --- 304.97 Pond 742.0 74J, Tbv op 512" 740.8 c: 739.6 a738.4 Z 7IA 0D w 737.2 736.0 0 20000 40000 60000 80000 100000 Storage (cuft) Hydrograph Report Page 1 English Hyd. No. 10 pond - 2 yr Hydrograph type = Reservoir Peak discharge = 6.70 cfs Storm frequency = 2 yrs Time interval = 2 min Inflow hyd. No. = 2 Reservoir name = Pond Max. Elevation = 738.00 ft Max. Storage = 6,874 cult Storage Indication method used. Total Volume = 30,238 tuft Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 11.60 0.48 736.27 0.09 0.07 ----- ----- ----- ----- ----- ----- 0.07 11.63 0.67 736.28 0.11 0.09 ----- ----- ----- ----- ----- ----- 0.09 11.67 0.96 736.30 0.14 0.12 ----- ----- ----- ----- ----- ----- 0.12 11.70 1.34 736.34 0.18 0.15 ----- ----- ----- ----- ----- ----- 0.15 11.73 1.84 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 11.77 2.45 736.44 0.46 0.37 ----- ----- ----- ----- ----- ----- 0.37 11.80 3.28 736.51 0.74 0.59 ----- ----- ----- ----- ----- ----- 0.59 11.83 4.46 736.61 1.20 0.91 ----- ----- ----- ----- ----- ----- 0.91 11.87 6.13 736.74 1.92 1.35 ----- ----- ----- ----- ----- ----- 1.35 11.90 8.36 736.92 2.89 2.13 ----- ----- ----- ----- ----- ----- 2.13 11.93 10.83 737.13 4.35 3.23 ----- ----- ----- ----- ----- ----- 3.23 11.97 12.72 737.38 6.20 4.44 ----- ----- ----- ----- ----- ----- 4.44 12.00 13.06 << 737.63 7.76 5.48 ----- ----- ----- ----- ----- ----- 5.48 12.03 11.61 737.83 9.20 6.23 ----- ----- ----- ----- ----- ----- 6.23 12.07 9.16 737.96 10.00 6.58 ----- ----- ----- ----- ----- ----- 6.58 12.10 6.62 738.00 << 10.26 6.70 ----- ----- ----- ----- ----- ----- 6.70 << 12.13 4.56 737.97 10.04 6.60 ----- ----- ----- ----- ----- ----- 6.60 12.17 3.18 737.88 9.51 6.37 ----- ----- ----- ----- ----- ----- 6.37 12.20 2.50 737.78 8.81 6.03 ----- ----- ----- ----- ----- ----- 6.03 12.23 2.26 737.67 8.03 5.62 ----- ----- ----- ----- ----- ----- 5.62 12.27 2.18 737.57 7.41 5.27 ----- ----- ----- ----- ----- ----- 5.27 12.30 2.09 737.48 6.88 4.96 ----- ----- ----- ----- ----- ----- 4.96 12.33 2.00 737.39 6.27 4.50 ----- ----- ----- ----- ----- ----- 4.49 12.37 1.91 737.32 5.71 4.05 ----- ----- ----- ----- ----- ----- 4.05 12.40 1.82 737.25 5.24 3.72 ----- ----- ----- ----- ----- ----- 3.72 12.43 1.72 737.20 4.82 3.49 ----- ----- ----- ----- ----- ----- 3.49 12.47 1.63 737.14 4.43 3.27 ----- ----- ----- - - - ----- ----- 3.27 12.50 1.53 737.09 4.07 3.06 ----- ----- ----- ----- ----- ----- 3.06 12.53 1.43 737.05 3.76 2.82 ----- ----- ----- ----- ----- ----- 2.82 12.57 1.35 737.01 3.49 2.60 ----- ----- ----- ----- ----- ----- 2.60 12.60 1.28 736.97 3.24 2.40 ----- ----- ----- ----- ----- ----- 2.40 12.63 1.22 736.94 3.02 2.23 ----- ----- ----- ----- ----- ----- 2.23 12.67 1.19 736.91 2.83 2.08 ----- ----- ----- ----- ----- ----- 2.08 12.70 1.16 736.88 2.68 1.96 ----- ----- ----- ----- ----- ----- 1.96 12.73 1.13 736.85 2.55 1.85 ----- ----- ----- ----- ----- ----- 1.85 12.77 1.11 736.83 2.43 1.76 ----- . ----- ----- ----- ----- ----- 1.76 Continues on next page... pond - 2 yr Hydrograph Discharge Table Page 2 Time Inflow Elevation Civ A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.80 1.09 736.81 2.32 1.67 ----- ----- ----- ----- ----- ----- 1.67 12.83 1.07 736.80 2.22 1.59 ----- ----- ----- ----- ----- ----- 1.59 12.87 1.05 736.78 2.13 1.52 ----- ----- ----- ----- ----- ----- 1.52 12.90 1.02 736.77 2.05 1.46 ----- ----- ----- ----- ----- ----- 1.46 12.93 1.00 736.75 1.98 1.40 ----- ----- ----- ----- ----- ----- 1.40 12.97 0.98 736.74 1.91 1.35 ----- ----- ----- ----- ----- ----- 1.35 13.00 0.96 736.73 1.85 1.31 ----- ----- ----- ----- ----- ----- 1.31 13.03 0.93 736.72 1.79 1.27 ----- ----- ----- ----- ----- ----- 1.27 13.07 0.91 736.71 1.73 1.24 ----- ----- ----- ----- ----- ----- 1.24 13.10 0.89 736.70 1.68 1.20 ----- ----- ----- ----- ----- ----- 1.20 13.13 0.88 736.69 1.62 1.17 ----- ----- ----- ----- ----- ----- 1.17 13.17 0.86 736.68 1.58 1.14 ----- ----- ----- ----- ----- ----- 1.14 13.20 0.85 736.67 1.53 1.11 ----- ----- ----- ----- ----- ----- 1.11 13.23 0.84 736.66 1.49 1.08 ----- ----- ----- ----- ----- ----- 1.08 13.27 0.83 736.66 1.44 1.06 ----- ----- ----- ----- ----- ----- 1.06 13.30 0.81 736.65 1.41 1.03 ----- ----- ----- ----- ----- ----- 1.03 13.33 0.80 736.64 1.37 1.01 ----- ----- ----- ----- ----- ----- 1.01 13.37 0.79 736.64 1.33 0.99 ----- ----- ----- ----- ----- ----- 0.99 13.40 0.78 736.63 1.30 0.97 ----- ----- ----- ----- ----- ----- 0.97 13.43 0.76 736.62 1.27 0.95 ----- ----- ----- ----- ----- ----- 0.95 13.47 0.75 736.62 1.24 0.93 ----- ----- ----- ----- ----- ----- 0.93 13.50 0.74 736.61 1.21 0.91 ----- ----- ----- ----- ----- ----- 0.91 13.53 0.73 736.61 1.18 0.89 ----- ----- ----- - ----- ----- ----- 0.89 13.57 0.71 736.60 1.15 0.87 ----- ----- ----- ----- ----- ----- 0.87 13.60 0.70 736.60 1.12 0.86 ----- ----- ----- - -- ----- ----- 0.86 13.63 0.69 736.59 1.09 0.84 ----- ----- ----- ----- ----- ----- 0.84 13.67 0.68 736.59 1.07 0.83 ----- ----- ----- ----- ----- ----- 0.83 13.70 0.67 736.58 1.04 0.81 ----- ----- ----- - ----- ----- ----- 0.81 13.73 0.66 736.58 1.02 0.80 ----- ----- ----- ----- ----- ----- 0.80 13.77 0.65 736.58 1.00 0.78 ----- ----- ----- ----- ----- ----- 0.78 13.80 0.65 736.57 0.98 0.77 ----- ----- ----- ----- ----- ----- 0.77 13.83 0.64 736.57 0.96 0.76 ----- ----- ----- ----- ----- ----- 0.76 13.87 0.63 736.56 0.94 0.74 ----- ----- ----- ----- ----- ----- 0.74 13.90 0.62 736.56 0.92 0.73 ----- ----- ----- ----- ----- ----- 0.73 13.93 0.61 736.56 0.90 0.72 ----- ----- ----- ----- ----- ----- 0.72 13.97 0.60 736.55 0.89 0.71 ----- ----- ----- ----- ----- ----- 0.71 14.00 0.59 736.55 0.87 0.70 ----- ----- ----- ----- ----- ----- 0.70 14.03 0.58 736.55 0.86 0.69 ----- ----- ----- ----- ----- ----- 0.69 14.07 0.57 736.54 0.85 0.68 ----- ----- ----- ----- ----- ----- 0.68 14.10 0.57 736.54 0.84 0.67 ----- ----- ----- ----- ----- ----- 0.67 14.13 0.56 736.54 0.82 0.66 ----- ----- ----- ----- ----- ----- 0.66 14.17 0.56 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 14.20 0.55 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 14.23 0.55 736.53 0.79 0.64 ----- ----- ----- ----- ----- ----- 0.64 14.27 0.55 736.53 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 14.30 0.54 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 14.33 0.54 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 14.37 0.54 736.52 0.75 0.61 ----- ----- ----- ----- ----- ----- 0.61 14.40 0.53 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 Continues on next page... pond - 2 yr Page 3 Hydrograph Discharge Table Time Inflow Elevation Civ A Civ B Clv C Civ D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 14.43 0.53 736.51 0.74 0.59 ----- ----- ----- ----- ----- ----- 0.59 14.47 0.53 736.51 0.73 0.59 ----- ----- ----- ----- ----- ----- 0.59 14.50 0.52 736.51 0.72 0.58 ----- ----- ----- ----- ----- ----- 0.58 14.53 0.52 736.51 0.72 0.58 ----- ----- ----- ----- ----- ----- 0.58 14.57 0.52 736.51 0.71 0.57 ----- ----- ----- ----- ----- ----- 0.57 14.60 0.52 736.51 0.70 0.57 ----- ----- ----- ----- ----- ----- 0.57 14.63 0.51 736.50 0.70 0.56 ----- ----- ----- ----- ----- ----- 0.56 14.67 0.51 736.50 0.69 0.56 ----- ----- ----- ----- ----- ----- 0.56 14.70 0.51 736.50 0.69 0.55 ----- ----- ----- ----- ----- ----- 0.55 14.73 0.50 736.50 0.68 0.55 ----- ----- ----- ----- ----- ----- 0.55 14.77 0.50 736.50 0.68 0.55 ----- ----- ----- ----- ----- ----- 0.55 14.80 0.50 736.50 0.67 0.54 ----- ----- ----- ----- ----- ----- 0.54 14.83 0.49 736.49 0.67 0.54 ----- ----- ----- ----- ----- ----- 0.54 14.87 0.49 736.49 0.66 0.53 ----- ----- ----- ----- ----- ----- 0.53 14.90 0.49 736.49 0.66 0.53 ----- ----- ----- ----- ----- ----- 0.53 14.93 0.48 736.49 0.65 0.53 ----- ----- ----- ----- ----- ----- 0.53 14.97 0.48 736.49 0.65 0.52 ----- ----- ----- ----- ----- ----- 0.52 15.00 0.48 736.49 0.64 0.52 ----- ----- ----- ----- ----- ----- 0.52 15.03 0.47 736.49 0.64 0.51 ----- ----- ----- ----- ----- ----- 0.51 15.07 0.47 736.49 0.63 0.51 ----- ----- ----- ----- ----- ----- 0.51 15.10 0.47 736.48 0.63 0.51 ----- ----- ----- ----- ----- ----- 0.51 15.13 0.46 736.48 0.62 0.50 ----- ----- ----- ----- ----- ----- 0.50 15.17 0.46 736.48 0.62 0.50 ----- ----- ----- ----- ------ ----- 0.50 15.20 0.46 736.48 0.61 0.50 ----- ----- ----- ----- ----- ----- 0.50 15.23 0.45 736.48 0.61 0.49 ----- ----- ----- ----- ----- ----- 0.49 15.27 0.45 736.48 0.60 0.49 ----- ----- ----- ----- ----- ----- 0.49 15.30 0.45 736.48 0.60 0.49 ----- ----- ----- ----- ----- ----- 0.49 15.33 0.44 736.48 0.60 0.48 ----- ----- ----- ----- ------ ----- 0.48 15.37 0.44 736.47 0.59 0.48 ----- ----- ----- ----- ----- ----- 0.48 15.40 0.44 736.47 0.59 0.48 ----- ----- ----- ----- ----- ----- 0.48 15.43 0.43 736.47 0.58 0.47 ----- ----- ----- ----- ----- ----- 0.47 15.47 0.43 736.47 0.58 0.47 ----- ----- ----- ----- ----- ----- 0.47 15.50 0.43 736.47 0.57 0.46 ----- ----- ----- ----- ----- ----- 0.46 15.53 0.42 736.47 0.57 0.46 ----- ----- ----- ----- ----- ----- 0.46 15.57 0.42 736.47 0.56 0.46 ----- ----- ----- ----- ----- ----- 0.46 15.60 0.42 736.47 0.56 0.45 ----- ----- ----- ----- ----- ----- 0.45 15.63 0.41 736.47 0.56 0.45 ----- ----- ----- ----- ----- ----- 0.45 15.67 0.41 736.46 0.55 0.45 ----- ----- ----- ----- ----- ----- 0.45 15.70 0.41 736.46 0.55 0.44 ----- ----- ----- ----- ----- ----- 0.44 15.73 0.40 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 15.77 0.40 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 15.80 0.40 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 15.83 0.39 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 15.87 0.39 736.46 0.52 0.43 ----- ----- ----- ----- ----- ----- 0.43 15.90 0.39 736.46 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 15.93 0.38 736.45 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 15.97 0.38 736.45 0.51 0.42 ----- ----- ----- ----- ----- ----- 0.42 16.00 0.38 736.45 0.51 0.41 ----- ----- ----- ----- ----- ----- 0.41 16.03 0.37 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 Continues on next page... pond - 2 yr Page 4 Hydrograph Discharge Table Time Inflow Elevation Civ A Civ B Civ C Civ D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 16.07 0.37 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 16.10 0.37 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 16.13 0.37 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 16.17 0.36 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 16.20 0.36 736.45 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 16.23 0.36 736.44 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 16.27 0.36 736.44 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 16.30 0.36 736.44 0.47 0.39 ----- ----- ----- ----- ----- ----- 0.39 16.33 0.36 736.44 0.47 0.38 ----- ----- ----- ----- ----- ----- 0.38 16.37 0.36 736.44 0.47 0.38 ----- ----- ----- ----- ----- ----- 0.38 16.40 0.36 736.44 0.46 0.38 ----- ----- ----- ----- ----- ----- 0.38 16.43 0.35 736.44 0.46 0.38 ----- ----- ----- ----- ----- ----- 0.38 16.47 0.35 736.44 0.46 0.37 ----- ----- ----- ----- ----- ----- 0.37 16.50 0.35 736.44 0.46 0.37 ----- ----- ----- ----- ----- ----- 0.37 16.53 0.35 736.44 0.45 0.37 ----- ----- ----- ----- ----- ----- 0.37 16.57 0.35 736.44 0.45 0.37 ----- ----- ----- ----- ----- ----- 0.37 16.60 0.35 736.44 0.45 0.37 ----- ----- ----- ----- ----- ----- 0.37 16.63 0.35 736.44 0.45 0.37 ----- ----- ----- ----- ----- ----- ----- 0.37 0.36 16.67 0.35 736.44 0.44 0.36 ----- ----- ----- ----- ----- ----- 0.36 16.70 0.34 736.43 0.44 0.36 ----- ----- ----- ----- ----- ----- 0.36 16.73 0.34 736.43 0.44 0.36 ----- ----- ----- ----- ----- ----- 0.36 16.77 0.34 736.43 0.44 0.36 ----- ----- ----- ----- ----- ----- ' 0.36 16.80 0.34 736.43 0.44 0.36 ----- ----- ----- ----- ----- ----- 0.36 16.83 0.34 736.43 0.43 0.36 ----- ----- ----- ----- ----- ----- 0.35 16.87 0.34 736.43 0.43 0.35 ----- ----- ----- ----- ----- ----- 0.35 16.90 0.34 736.43 0.43 0.35 ----- ----- ----- ----- ----- ----- 0.35 16.93 0.34 736.43 0.43 0.35 ----- ----- ----- ----- ----- ----- 0.35 16.97 0.34 736.43 0.43 0.35 ----- ----- ----- ----- ----- ----- 0.35 17.00 0.33 736.43 0.42 0.35 ----- ----- ----- ----- ----- ----- 0.35 17.03 0.33 736.43 0.42 0.35 ----- ----- ----- ----- ----- ----- 0.35 17.07 0.33 736.43 0.42 0.35 ----- ----- ----- ----- ----- ----- 0.35 17.10 0.33 736.43 0.42 0.35 ----- ----- ----- ----- ----- ----- 0.34 17.13 0.33 736.43 0.42 0.34 ----- ----- ----- ----- ----- ----- 0.34 17.17 0.33 736.43 0.42 0.34 ----- ----- ----- ----- ----- ----- 0.34 17.20 0.33 736.43 0.41 0.34 ----- ----- ----- ----- ----- ----- 0.34 17.23 0.33 736.43 0.41 0.34 ----- ----- ----- ----- ----- ----- 0.34 17.27 0.32 736.43 0.41 0.34 ----- ----- ----- ----- ----- ----- 0.34 17.30 0.32 736.43 0.41 0.34 ----- ----- ----- ----- ----- ----- 0.34 17.33 0.32 736.43 0.41 0.34 ----- ----- ----- ----- ----- ----- 0.33 17.37 0.32 736.43 0.41 0.33 ----- ----- ----- ----- ----- ----- 0.33 17.40 0.32 736.43 0.41 0.33 ----- ----- ----- ----- ----- ----- 0.33 17.43 0.32 736.42 0.40 0.33 ----- ----- ----- ----- ----- ----- 0.33 17.47 0.32 736.42 0.40 0.33 ----- ----- ----- ----- ----- ----- 0.33 17.50 0.32 736.42 0.40 0.33 ----- ----- ----- ----- ----- ----- 0.33 17.53 0.32 736.42 0.40 0.33 ----- ----- ----- ----- ----- ----- 0.33 17.57 0.31 736.42 0.40 0.33 ----- ----- ----- ----- ----- ----- 0.33 17.60 0.31 736.42 0.40 0.33 ----- ----- ----- ----- ----- ----- 0.32 17.63 0.31 736.42 0.39 0.32 ----- ----- ----- ----- ----- ----- 0.32 17.67 0.31 736.42 0.39 0.32 ----- ----- ----- ----- Continues on next page... pond - 2 yr Hydrograph Discharge Table Page 5 Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 17.70 0.31 736.42 0.39 0.32 ----- ----- ----- ----- ----- ----- 0.32 17.73 0.31 736.42 0.39 0.32 ----- ----- ----- ----- ----- ----- 0.32 17.77 0.31 736.42 0.39 0.32 ----- ----- ----- ----- ----- ----- 0.32 17.80 0.31 736.42 0.39 0.32 ----- ----- ----- ----- ----- ----- 0.32 17.83 0.30 736.42 0.38 0.32 ----- ----- ----- ----- ----- ----- 0.32 17.87 0.30 736.42 0.38 0.32 ----- ----- ----- ----- ----- ----- 0.32 17.90 0.30 736.42 0.38 0.32 ----- ----- ----- ----- ----- ----- 0.32 17.93 0.30 736.42 0.38 0.31 ----- ----- ----- ----- ----- ----- 0.31 17.97 0.30 736.42 0.38 0.31 ----- ----- ----- ----- ----- ----- 0.31 18.00 0.30 736.42 0.38 0.31 ----- ----- ----- ----- ----- ----- 0.31 18.03 0.30 736.42 0.38 0.31 ----- ----- ----- ----- ----- ----- 0.31 18.07 0.30 736.42 0.37 0.31 ----- ----- ----- ----- ----- ----- 0.31 18.10 0.29 736.42 0.37 0.31 ----- ----- ----- ----- ----- ----- 0.31 18.13 0.29 736.42 0.37 0.31 ----- ----- ----- ----- ----- ----- 0.31 18.17 0.29 736.42 0.37 0.31 ----- ----- ----- ----- ----- ----- 0.31 18.20 0.29 736.42 0.37 0.30 ----- ----- ----- ----- ----- ----- 0.30 18.23 0.29 736.41 0.37 0.30 ----- ----- ----- ----- ----- ----- 0.30 18.27 0.29 736.41 0.36 0.30 ----- ----- ----- ----- ----- ----- 0.30 18.30 0.29 736.41 0.36 0.30 ----- ----- ----- ----- ----- ----- 0.30 18.33 0.29 736.41 0.36 0.30 ----- ----- ----- ----- ----- ----- 0.30 18.37 0.28 736.41 0.36 0.30 ----- ----- ----- ----- ----- ----- 0.30 18.40 0.28 736.41 0.36 0.30 ----- ----- ----- ----- ----- ----- 0.30 18.43 0.28 736.41 0.36 0.30 ----- ----- ----- ----- ----- ----- 0.30 18.47 0.28 736.41 0.35 0.29 ----- ----- ----- ----- ----- ----- 0.29 18.50 0.28 736.41 0.35 0.29 ----- ----- ----- ----- ----- ----- 0.29 18.53 0.28 736.41 0.35 0.29 ----- ----- ----- ----- ----- ----- 0.29 18.57 0.28 736.41 0.35 0.29 ----- ----- ----- ----- ----- ----- 0.29 18.60 0.28 736.41 0.35 0.29 ----- ----- ----- ----- ----- ----- 0.29 18.63 0.27 736.41 0.35 0.29 ----- ----- ----- ----- ----- ----- 0.29 18.67 0.27 736.41 0.34 0.29 ----- ----- ----- ----- ----- ----- 0.29 18.70 0.27 736.41 0.34 0.29 ----- ----- ----- ----- ----- ----- 0.29 18.73 0.27 736.41 0.34 0.28 ----- ----- ----- ----- ----- ----- 0.28 18.77 0.27 736.41 0.34 0.28 ----- ----- ----- ----- ----- ----- 0.28 18.80 0.27 736.41 0.34 0.28 ----- ----- ----- ----- ----- ----- 0.28 18.83 0.27 736.41 0.34 0.28 ----- ----- ----- ----- ----- ----- 0.28 18.87 0.27 736.41 0.34 0.28 ----- ----- ----- ----- ----- ----- 0.28 18.90 0.26 736.41 0.33 0.28 ----- ----- ----- ----- ----- ----- 0.28 18.93 0.26 736.41 0.33 0.28 ----- ----- ----- ----- ----- ----- 0.28 18.97 0.26 736.41 0.33 0.28 ----- ----- ----- ----- ----- ----- 0.28 19.00 0.26 736.40 0.33 0.27 ----- ----- ----- ----- ----- ----- 0.27 19.03 0.26 736.40 0.33 0.27 ----- ----- ----- ----- ----- ----- 0.27 19.07 0.26 736.40 0.33 0.27 ----- ----- ----- ----- ----- ----- 0.27 19.10 0.26 736.40 0.32 0.27 ----- ----- ----- ----- ----- ----- 0.27 19.13 0.26 736.40 0.32 0.27 ----- ----- ----- ----- ----- ----- 0.27 19.17 0.25 736.40 0.32 0.27 ----- ----- ----- ----- ----- ----- 0.27 19.20 0.25 736.40 0.32 0.27 ----- ----- ----- ----- ----- ----- 0.27 19.23 0.25 736.40 0.32 0.27 ----- ----- ----- ----- ----- ----- 0.27 19.27 0.25 736.40 0.32 0.26 ----- ----- ----- ----- ----- ----- 0.26 19.30 0.25 736.40 0.31 0.26 ----- ----- ----- ----- ----- ----- 0.26 Continues on next page... pond - 2 yr Page 6 Hydrograph Discharge Table Time Inflow Elevation Civ A Civ B Civ C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 19.33 0.25 736.40 0.31 0.26 ----- ----- ----- ----- ----- ----- 0.26 19.37 0.25 736.40 0.31 0.26 ----- ----- ----- ----- ----- ----- 0.26 19.40 0.24 736.40 0.31 0.26 ----- ----- ----- ----- ----- ----- 0.26 19.43 0.24 736.40 0.31 0.26 ----- ----- ----- ----- ----- ----- 0.26 19.47 0.24 736.40 0.31 0.26 ----- ----- ----- ----- ----- ----- 0.26 19.50 0.24 736.40 0.30 0.25 ----- ----- ----- ----- ----- ----- 0.25 19.53 0.24 736.40 0.30 0.25 ----- ----- ----- ----- ----- ----- 0.25 19.57 0.24 736.40 0.30 0.25 ----- ----- ----- ----- ----- ----- 0.25 19.60 0.24 736.40 0.30 0.25 ----- ----- ----- ----- ----- ----- 0.25 19.63 0.24 736.40 0.30 0.25 ----- ----- ----- ----- ----- ----- 0.25 19.67 0.23 736.40 0.30 0.25 ----- ----- ----- ----- ----- ----- 0.25 19.70 0.23 736.40 0.29 0.25 ----- ----- ----- ----- ----- ----- 0.25 19.73 0.23 736.40 0.29 0.25 ----- ----- ----- ----- ----- ----- 0.25 19.77 0.23 736.39 0.29 0.24 ----- ----- ----- ----- ----- ----- 0.24 19.80 0.23 736.39 0.29 0.24 ----- ----- ----- ----- ----- ----- 0.24 19.83 0.23 736.39 0.29 0.24 ----- ----- ----- ----- ----- ----- 0.24 19.87 0.23 736.39 0.29 0.24 ----- ----- ----- ----- ----- ----- 0.24 19.90 0.22 736.39 0.28 0.24 ----- ----- ----- ----- ----- ----- 0.24 19.93 0.22 736.39 0.28 0.24 ----- ----- ----- ----- ----- ----- 0.24 19.97 0.22 736.39 0.28 0.24 ----- ----- ----- ----- ----- ----- 0.24 20.00 0.22 736.39 0.28 0.24 ----- ----- ----- ----- ----- ----- 0.24 20.03 0.22 736.39 0.28 0.23 ----- ----- ----- ----- ----- ----- 0.23 20.07 0.22 736.39 0.28 0.23 ----- ----- ----- ----- ----- ----- 0.23 20.10 0.22 736.39 0.27 0.23 ----- ----- ----- ----- ----- ----- 0.23 20.13 0.22 736.39 0.27 0.23 ----- ----- ----- ----- ----- ----- 0.23 20.17 0.22 736.39 0.27 0.23 ----- ----- ----- ----- ----- ----- 0.23 20.20 0.22 736.39 0.27 0.23 ----- ----- ----- ----- ----- ----- 0.23 20.23 0.22 736.39 0.27 0.23 ----- ----- ----- ----- ----- ----- 0.23 20.27 0.22 736.39 0.27 0.23 ----- ----- ----- ----- ----- ----- 0.23 20.30 0.22 736.39 0.27 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.33 0.22 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.37 0.22 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.40 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.43 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.47 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.50 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.53 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.57 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.60 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.63 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.67 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.70 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.73 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.77 0.21 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.80 0.21 736.39 0.25 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.83 0.21 736.39 0.25 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.87 0.21 736.38 0.25 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.90 0.21 736.38 0.25 0.22 ----- ----- ----- ----- ----- ----- 0.22 20.93 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 Continues on next page... pond - 2 yr Page 7 H dro Y ra h Discharge Table 9 P Time Inflow Elevation Clv A Clv B Clv C CIv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 20.97 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.00 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.03 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.07 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.10 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.13 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.17 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.20 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.23 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.27 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.30 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.33 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.37 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.40 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.43 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.47 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.50 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.53 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.57 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.60 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.63 0.21 736.38 0.25 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.67 0.21 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.70 0.21 736.38 0.24 ' 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.73 0.21 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.77 0.21 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.80 0.21 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.83 0.21 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.87 0.20 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.90 0.20 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.93 0.20 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 21.97 0.20 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 22.00 0.20 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 22.03 0.20 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 22.07 0.20 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 22.10 0.20 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 22.13 0.20 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- ----- 0.21 0.21 22.17 0.20 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 22.20 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.23 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.27 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- ----- 0.20 22.30 0.20 736.38 0.24 0.20 ----- ----- ----- ----- 22.33 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.37 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.40 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.43 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.47 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.50 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.53 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.57 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 Continues on next page... pond - 2 yr Hydrograph Discharge Table Page B Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 22.60 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.63 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.67 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.70 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.73 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.77 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.80 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.83 0.20 736.38 0.24 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.87 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.90 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.93 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 22.97 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.00 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.03 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.07 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.10 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.13 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.17 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.20 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.23 0.20 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.27 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.30 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.33 ' 0.19 736.38 0.23 0.20 ----- ----- ---=- ----- ----- ----- 0.20 23.37 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.40 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.43 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.47 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.50 0.19 736.38 0.23 0.20 ----- ----- ---. - ----- ----- ----- 0.20 23.53 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.57 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.60 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.63 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.67 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.70 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.73 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.77 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.80 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.83 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.87 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.90 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.93 0.19 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 23.97 0.19 736.37 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 24.00 0.19 736.37 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 24.03 0.17 736.37 0.23 0.19 ----- ----- ----- ----- ----- ----- 0.19 24.07 0.14 736.37 0.23 0.19 ----- ----- ----- ----- ----- ----- 0.19 24.10 0.09 736.37 0.22 0.19 ----- ----- ----- ----- ----- ----- 0.19 24.13 0.06 736.37 0.22 0.19 ----- ----- ----- ----- ----- ----- 0.19 24.17 0.03 736.36 0.21 0.18 ----- ----- ----- ----- ----- ----- 0.18 24.20 0.01 736.36 0.21 0.18 ----- ----- ----- ----- ----- ----- 0.18 Continues on next page... pond - 2 yr Hydrograph Discharge Table Page 9 Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 24.23 0.00 736.35 0.20 0.17 ----- ----- ----- ----- ----- ----- 0.17 24.27 0.00 736.35 0.19 0.16 ----- ----- ----- ----- ----- ----- 0.16 24.30 0.00 736.34 0.19 0.16 ----- ----- ----- ----- ----- ----- 0.16 24.33 0.00 736.34 0.18 0.15 ----- ----- ----- ----- ----- ----- 0.15 24.37 0.00 736.33 0.17 0.15 ----- ----- ----- ----- ----- ----- 0.15 24.40 0.00 736.33 0.17 0.14 ----- ----- ----- ----- ----- ----- 0.14 24.43 0.00 736.32 0.16 0.14 ----- ----- ----- ----- ----- ----- 0.14 24.47 0.00 736.32 0.16 0.13 ----- ----- ----- ----- ----- ----- 0.13 24.50 0.00 736.32 0.15 0.13 ----- ----- ----- ----- ----- ----- 0.13 24.53 0.00 736.31 0.15 0.12 ----- ----- ----- ----- ----- ----- 0.12 24.57 0.00 736.31 0.14 0.12 ----- ----- ----- ----- ----- ----- 0.12 24.60 0.00 736.30 0.14 0.12 ----- ----- ----- ----- ----- ----- 0.12 24.63 0.00 736.30 0.13 0.11 ----- ----- ----- ----- ----- ----- 0.11 24.67 0.00 736.30 0.13 0.11 ----- ----- ----- ----- ----- ----- 0.11 24.70 0.00 736.29 0.12 0.10 ----- ----- ----- ----- ----- ----- 0.10 24.73 0.00 736.29 0.12 0.10 ----- ----- ----- ----- ----- ----- 0.10 24.77 0.00 736.29 0.11 0.10 ----- ----- ----- ----- ----- ----- 0.10 24.80 0.00 736.28 0.11 0.09 ----- ----- ----- ----- ----- ----- 0.09 24.83 0.00 736.28 0.11 0.09 ----- ----- ----- ----- ----- ----- 0.09 24.87 0.00 736.28 0.10 0.09 ----- ----- ----- ----- ----- ----- 0.09 24.90 0.00 736.28 0.10 0.08 ----- ----- ----- ----- ----- ----- 0.08 24.93 0.00 736.27 0.10 0.08 ----- ----- ----- ----- ----- ----- 0.08 24.97 0.00 736.27 0.09 0.08 ----- ----- ----- ----- ----- ----- 0.08 25.00 0.00 736.27 0.09 0.08 ----- ----- ----- ----- ----- ----- 0.08 25.03 0.00 736.27 0.09 0.07 ----- ----- ----- ----- ----- ----- 0.07 25.07 0.00 736.26 0.08 0.07 ----- ----- ----- ----- ----- ----- 0.07 25.10 0.00 736.26 0.08 0.07 ----- ----- ----- ----- ----- ----- 0.07 ...End Hydrograph Report Page 1 English Hyd. No. 11 Pond - 10 yr Hydrograph type = Reservoir Peak discharge = 9.62 cfs Storm frequency = 10 yrs Time interval = 2 min Inflow hyd. No. = 5 Reservoir name = Pond Max. Elevation = 739.11 ft Max. Storage = 22,267 cult Storage Indication method used. Total Volume = 74,539 CA Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 10.20 0.23 736.29 0.11 0.10 ----- ----- ----- ----- ----- ----- 0.10 10.23 0.25 736.29 0.12 0.10 ----- ----- ----- ----- ----- ----- 0.10 10.27 0.26 736.30 0.13 0.11 ----- ----- ----- ----- ----- ----- 0.11 10.30 0.27 736.30 0.13 0.11 ----- ----- ----- ----- ----- ----- 0.11 10.33 0.28 736.31 0.14 0.12 ----- ----- ----- ----- ----- ----- 0.12 10.37 0.29 736.31 0.15 0.12 ----- ----- ----- ----- ----- ----- 0.12 10.40 0.30 736.32 0.15 0.13 ----- ----- ----- ----- ----- ----- 0.13 10.43 0.32 736.32 0.16 0.14 ----- ----- ----- ----- ----- ----- 0.14 10.47 0.33 736.33 0.17 0.14 - -- ----- ----- ----- ----- ----- 0.14 10.50 0.34 736.33 0.17 0.15 ----- ----- ----- ----- ----- ----- 0..15 10.53 0.36 736.34 0.18 0.16 ----- ----- ----- ----- ----- ----- 0.16 10.57 0.37 736.35 0.19 0.16 ----- ----- ----- ----- ----- ----- 0.16 10.60 0.39 736.35 0.20 0.17 ----- ----- ----- ----- ----- ----- 0.17 10.63 .0.40 736.36 0.21 0.18 ----- ----- ----- ----- ----- ----- 0.18 10.67 0.42 736.37 0.22 0.19 ----- ----- ----- ----- ----- ----- 0.19 10.70 0.44 736.37 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 10.73 0.46 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 10.77 0.48 736.39 0.27 0.23 ----- ----- ----- ----- ----- ----- 0.23 10.80 0.50 736.40 0.30 0.25 ----- ----- ----- ----- ----- ----- 0.25 10.83 0.53 736.41 0.33 0.28 ----- ----- ----- ----- ----- ----- 0.28 10.87 0.55 736.41 0.36 0.30 ----- ----- ----- ----- ----- ----- 0.30 10.90 0.57 736.42 0.39 0.32 ----- ----- ----- ----- ----- ----- 0.32 10.93 0.60 736.43 0.42 0.35 ----- ----- ----- ----- ----- ----- 0.35 10.97 0.62 736.44 0.45 0.37 ----- ----- ----- ----- ----- ----- 0.37 11.00 0.65 736.45 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 11.03 0.65 736.45 0.51 0.42 ----- ----- ----- ----- ----- ----- 0.42 11.07 0.65 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 11.10 0.66 736.47 0.56 0.46 ----- ----- ----- ----- ----- ----- 0.46 11.13 0.72 736.47 0.59 0.48 ----- ----- ----- ----- ----- ----- 0.48 11.17 0.78 736.48 0.62 0.50 ----- ----- ----- ----- ----- ----- 0.50 11.20 0.84 736.49 0.65 0.53 ----- ----- ----- ----- ----- ----- 0.53 11.23 0.91 736.50 0.69 0.56 ----- ----- ----- ----- ----- ----- 0.56 11.27 0.98 736.51 0.74 0.59 ----- ----- ----- ----- ----- ----- 0.59 11.30 1.04 736.53 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 11.33 1.10 736.54 0.83 0.67 ----- ----- ----- ----- ----- ----- 0.67 11.37 1.16 736.55 0.88 0.71 ----- ----- ----- ----- ----- ----- 0.71 Continues on next page... Pond - 10 yr Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 11.40 1.22 736.57 0.95 0.75 ----- ----- ----- ----- ----- ----- 0.75 11.43 1.29 736.58 1.03 0.80 ----- ----- ----- ----- ----- ----- 0.80 11.47 1.35 736.60 1.12 0.86 ----- ----- ----- ----- ----- ----- 0.86 11.50 1.42 736.61 1.20 0.91 ----- ----- ----- ----- ----- ----- 0.91 11.53 1.57 736.63 1.30 0.97 ----- ----- ----- ----- ----- ----- 0.97 11.57 1.87 736.65 1.42 1.05 ----- ----- ----- ----- ----- ----- 1.05 11.60 2.41 736.69 1.60 1.16 ----- ----- ----- ----- ----- ----- 1.16 11.63 3.19 736.73 1.87 1.32 ----- ----- ----- ----- ----- ----- 1.32 11.67 4.24 736.81 2.27 1.63 ----- ----- ----- ----- ----- ----- 1.63 11.70 5.55 736.90 2.81 2.06 ----- ----- ----- ----- ----- ----- 2.06 11.73 7.09 737.02 3.61 2.70 ----- ----- ----- ----- ----- ----- 2.70 11.77 8.85 737.18 4.69 3.42 ----- ----- ----- ----- ----- ----- 3.42 11.80 11.09 737.37 6.11 4.37 ----- ----- ----- ----- ----- ----- 4.37 11.83 14.10 737.61 7.65 5.42 ----- ----- ----- ----- ----- ----- 5.42 11.87 18.19 737.93 9.82 6.50 ----- ----- ----- ----- ----- ----- 6.50 11.90 23.40 738.10 10.87 7.05 ----- ----- ----- ----- ----- ----- 7.05 11.93 28.84 738.26 11.72 7.51 ----- ----- ----- ----- ----- ----- 7.51 11.97 32.58 << 738.46 12.49 7.96 ----- ----- ----- ----- ----- ----- 7.96 12.00 32.49 738.67 13.96 8.54 ----- ----- ----- ----- ----- ----- 8.54 12.03 28.28 738.86 17.13 9.01 ----- ----- ----- ----- ----- ----- 9.01 12.07 21.93 739.00 20.29 9.36 ----- ----- ----- ----- ----- ----- 9.36 12.10 15.58 739.08 21.80 9.55 ----- ----- ----- ----- ----- ----- 9.55 12.13 10.56 739.11 << 22.36 9.62 ----- ----- ----- ----- ----- ----- 9.62 << 12.17 7.28 739.10 22.25 9.61 ----- ----- ----- ----- ----- ----- 9.61 12.20 5.67 739.07 21.75 9.54 ----- ----- ----- ----- ----- ----- 9.54 12.23 5.11 739.04 21.09 9.46 ----- ----- ----- ----- ----- ----- 9.46 12.27 4.90 739.00 20.38 9.37 ----- ----- ----- ----- ----- ----- 9.37 12.30 4.69 738.96 19.48 9.27 ----- ----- ----- ----- ----- ----- 9.27 12.33 4.48 738.92 18.56 9.17 ----- ----- ----- ----- ----- ----- 9.17 12.37 4.27 738.88 17.62 9.06 ----- ----- ----- ----- ----- ----- 9.06 12.40 4.05 738.84 16.66 8.95 ----- ----- ----- ----- ----- ----- 8.95 12.43 3.83 738.80 15.72 8.84 ----- ----- ----- ----- ----- ----- 8.84 12.47 3.61 738.75 15.10 8.74 ----- ----- ----- ----- ----- ----- 8.74 12.50 3.39 738.71 14.46 8.62 ----- ----- ----- ----- ----- ----- 8.62 12.53 3.17 738.66 13.80 8.51 ----- ----- ----- ----- ----- ----- 8.51 12.57 2.97 738.61 13.14 8.40 ----- ----- ----- ----- ----- ----- 8.40 12.60 2.81 738.57 12.82 8.27 ----- ----- ----- ----- ----- ----- 8.27 12.63 2.69 738.52 12.67 8.13 ----- ----- ----- ----- ----- ----- 8.13 12.67 2.61 738.47 12.52 7.99 ----- ----- ----- ----- ----- ----- 7.99 12.70 2.54 738.43 12.38 7.86 ----- ----- ----- ----- ----- ----- 7.86 12.73 2.48 738.38 12.21 7.74 ----- ----- ----- ----- ----- ----- 7.74 12.77 2.43 738.34 12.02 7.65 ----- ----- ----- ----- ----- ----- 7.65 12.80 2.38 738.29 11.83 7.56 ----- ----- ----- ----- ----- ----- 7.56 12.83 2.33 738.25 11.65 7.48 ----- ----- ----- ----- ----- ----- 7.48 12.87 2.28 738.20 11.46 7.39 ----- ----- ----- ----- ----- ----- 7.39 12.90 2.23 738.16 11.21 7.24 ----- ----- ----- ----- ----- ----- 7.24 12.93 2.18 738.12 10.96 7.10 ----- ----- ----- ----- ----- ----- 7.10 12.97 2.13 738.08 10.71 6.95 ----- ----- ----- ----- ----- ----- 6.95 13.00 2.08 738.03 10.46 6.81 - - ----- ----- ----- ----- ----- 6.81 Continues on next page... Pond - 10 yr Page 3 Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 13.03 2.03 737.98 10.12 6.64 ----- ----- ----- ----- ----- ----- 6.64 13.07 1.98 737.84 9.22 6.24 ----- ----- ----- ----- ----- ----- 6.24 13.10 1.94 737.71 8.33 5.78 ----- ----- ----- ----- ----- ----- 5.78 13.13 1.90 737.60 7.57 5.37 ----- ----- ----- ----- ----- ----- 5.37 13.17 1.87 737.49 6.98 5.02 ----- ----- ----- ----- ----- ----- 5.02 13.20 1.84 737.40 6.34 4.55 ----- ----- ----- ----- ----- ----- 4.55 13.23 1.81 737.32 5.75 4.08 ----- ----- ----- ----- ----- ----- 4.08 13.27 1.78 737.26 5.25 3.73 ----- ----- ----- ----- ----- ----- 3.73 13.30 1.75 737.20 4.83 3.49 ----- ----- ----- ----- ----- ----- 3.49 13.33 1.73 737.15 4.45 3.29 ----- ----- ----- ----- ----- ----- 3.29 13.37 1.70 737.10 4.11 3.10 ----- ----- ----- ----- ----- ----- 3.10 13.40 1.67 737.06 3.84 2.88 ----- ----- ----- ----- ----- ----- 2.88 13.43 1.64 737.02 3.60 2.69 ----- ----- ----- ----- ----- ----- 2.69 13.47 1.61 736.99 3.40 2.53 ----- ----- ----- ----- ----- ----- 2.53 13.50 1.59 736.97 3.22 2.39 ----- ----- ----- ----- ----- ----- 2.39 13.53 1.56 736.94 3.06 2.26 ----- ----- ----- ----- ----- ----- 2.26 13.57 1.53 736.92 2.92 2.15 ----- ----- ----- ----- ----- ----- 2.15 13.60 1.51 736.90 2.82 2.07 ----- ----- ----- ----- ----- ----- 2.07 13.63 1.48 736.89 2.72 1.99 ----- ----- ----- ----- ----- ----- 1.99 13.67 1.46 736.87 2.64 1.92 ----- ----- ----- ----- ----- ----- 1.92 13.70 1.44 736.86 2.56 1.86 ----- ----- ----- ----- ----- ----- 1.86 13.73 1.42 736.84 2.49 1.81 ----- ----- ----- ----- ----- ----- 1.81 13.77 1.40 736.83 2.42 1.75 ----- ----- ----- ----- ----- ----- 1.75 13.80 1.38 736.82 2.36 1.71 ----- ----- ----- ----- ----- ----- 1.71 13.83 1.36 736.81 2.31 1.66 ----- ----- ----- ----- ----- ----- 1.66 13.87 1.34 736.80 2.25 1.62 ----- ----- ----- ----- ----- ----- 1.62 13.90 1.32 736.79 2.20 1.58 ----- ----- ----- ----- ----- ----- 1.58 13.93 1.30 736.79 2.16 1.55 ----- ----- ----- ----- ----- ----- 1.55 13.97 1.28 736.78 2.12 1.51 ----- ----- ----- ----- ----- ----- 1.51 14.00 1.26 736.77 2.08 1.48 ----- ----- ----- ----- ----- ----- 1.48 14.03 1.24 736.76 2.04 1.45 ----- ----- ----- ----- ----- ----- 1.45 14.07 1.22 736.76 2.00 1.42 ----- ----- ----- ----- ----- ----- 1.42 14.10 1.20 736.75 1.97 1.39 ----- ----- ----- ----- ----- ----- 1.39 14.13 1.19 736.75 1.93 1.37 ----- ----- ----- ----- ----- ----- 1.37 14.17 1.18 736.74 1.90 1.34 ----- ----- ----- ----- ----- ----- 1.34 14.20 1.17 736.74 1.88 1.33 ----- ----- ----- ----- ----- ----- 1.33 14.23 1.16 736.73 1.85 1.31 ----- ----- ----- ----- ----- ----- 1.31 14.27 1.16 736.73 1.83 1.29 ----- ----- ----- ----- ----- ----- 1.29 14.30 1.15 736.72 1.80 1.28 ----- ----- ----- ----- ----- ----- 1.28 14.33 1.14 736.72 1.78 1.27 ----- ----- ----- ----- ----- ----- 1.27 14.37 1.14 736.71 1.76 1.25 ----- ----- ----- ----- ----- ----- 1.25 14.40 1.13 736.71 1.74 1.24 ----- ----- ----- ----- ----- ----- 1.24 14.43 1.12 736.71 1.72 1.23 ----- ----- ----- ----- ----- ----- 1.23 14.47 1.12 736.70 1.70 1.22 ----- ----- ----- ----- ----- ----- 1.22 14.50 1.11 736.70 1.69 1.21 ----- ----- ----- ----- ----- ----- 1.21 14.53 1.10 736.70 1.67 1.20 ----- ----- ----- ----- ----- ----- 1.20 14.57 1.10 736.70 1.65 1.19 ----- ----- ----- ----- ----- ----- 1.19 14.60 1.09 736.69 1.64 1.18 ----- ----- ----- ----- ----- ----- 1.18 14.63 1.08 736.69 1.62 1.17 ----- ----- ----- ----- ----- ----- 1.17 Continues on next page... Pond - 10 yr Hydrograph Discharge Table Page 4 Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 14.67 1.07 736.69 1.61 1.16 ----- ----- ----- ----- ----- ----- 1.16 14.70 1.07 736.68 1.59 1.15 ----- ----- ----- ----- ----- ----- 1.15 14.73 1.06 736.68 1.58 1.14 ----- ----- ----- ----- ----- ----- 1.14 14.77 1.05 736.68 1.57 1.13 ----- ----- ----- ----- ----- ----- 1.13 14.80 1.05 736.68 1.55 1.12 ----- ----- ----- ----- ----- ----- 1.12 14.83 1.04 736.67 1.54 1.12 ----- ----- ----- -- - ----- ----- 1.12 14.87 1.03 736.67 1.53 1.11 ----- ----- ----- ----- ----- ----- 1.11 14.90 1.02 736.67 1.51 1.10 ----- ----- ----- ----- ----- ----- 1.10 14.93 1.02 736.67 1.50 1.09 ----- ----- ----- ----- ----- ----- 1.09 14.97 1.01 736.66 1.49 1.08 ----- ----- ----- ----- ----- ----- 1.08 15.00 1.00 736.66 1.47 1.08 ----- ----- ----- ----- ----- ----- 1.08 15.03 1.00 736.66 1.46 1.07 ----- ----- ----- ----- ----- ----- 1.07 15.07 0.99 736.66 1.45 1.06 ----- ----- ----- ----- ----- ----- 1.06 15.10 0.98 736.66 1.44 1.05 ----- ----- ----- ----- ----- ----- 1.05 15.13 0.97 736.65 1.42 1.05 ----- ----- ----- ----- ----- ----- 1.05 15.17 0.97 736.65 1.41 1.04 ----- ----- ----- ----- ----- ----- 1.04 15.20 0.96 736.65 1.40 1.03 ----- ----- ----- ----- ----- ----- 1.03 15.23 0.95 736.65 1.39 1.02 ----- ----- ----- ----- ----- ----- 1.02 15.27 0.95 736.64 1.38 1.02 ----- ----- ----- ----- ----- ----- 1.02 15.30 0.94 736.64 1.36 1.01 ----- ----- ----- ----- ----- ----- 1.01 15.33 0.93 736.64 1.35 1.00 ----- ----- ----- ----- ----- ----- 1.00 15.37 0.92 736.64 1.34 0.99 ----- ----- ----- ----- ----- ----- 0.99 15.40 0.92 736.64 1.33 0.99- ----- ----- ----- ----- ----- ----- - 0.99 15.43 0.91 736.63 1.32 0.98 ----- ----- ----- ----- ----- ----- 0.98 15.47 0.90 736.63 1.30 0.97 ----- ----- ----- ----- ----- ----- 0.97 15.50 0.89 736.63 1.29 0.96 ----- ----- ----- ----- ----- ----- 0.96 15.53 0.89 736.63 1.28 0.96 ----- ----- ----- ----- ----- ----- 0.96 15.57 0.88 736.62 1.27 0.95* ----- ----- ----- ----- ----- ----- 0.95 15.60 0.87 736.62 1.26 0.94 ----- ----- ----- ----- ----- ----- 0.94 15.63 0.87 736.62 1.24 0.93 ----- ----- ----- ----- ----- ----- 0.93 15.67 0.86 736.62 1.23 0.93 ----- ----- ----- ----- ----- ----- 0.93 15.70 0.85 736.62 1.22 0.92 ----- ----- ----- ----- ----- ----- 0.92 15.73 0.84 736.61 1.21 0.91 ----- ----- ----- ----- ----- ----- 0.91 15.77 0.84 736.61 1.20 0.90 ----- ----- ----- ----- ----- ----- 0.90 15.80 0.83 736.61 1.18 0.90 ----- ----- ----- ----- ----- ----- 0.90 15.83 0.82 736.61 1.17 0.89 ----- ----- ----- ----- ----- ----- 0.89 15.87 0.81 736.61 1.16 0.88 ----- ----- ----- ----- ----- ----- 0.88 15.90 0.81 736.60 1.15 0.88 ----- ----- ----- ----- ----- ----- 0.88 15.93 0.80 736.60 1.14 0.87 ----- ----- ----- ----- ----- ----- 0.87 15.97 0.79 736.60 1.12 0.86 ----- ----- ----- ----- ----- ----- 0.86 16.00 0.78 736.60 1.11 0.85 ----- ----- ----- ----- ----- ----- 0.85 16.03 0.78 736.59 1.10 0.85 ----- ----- ----- ----- ----- ----- 0.85 16.07 0.77 736.59 1.09 0.84 ----- ----- ----- ----- ----- ----- 0.84 16.10 0.76 736.59 1.08 0.83 ----- ----- ----- ----- ----- ----- 0.83 16.13 0.76 736.59 1.07 0.82 ----- ----- ----- ----- ----- ----- 0.82 16.17 0.76 736.59 1.06 0.82 ----- ----- ----- ----- ----- ----- 0.82 16.20 0.75 736.58 1.05 0.81 ----- ----- ----- ----- ----- ----- 0.81 16.23 0.75 736.58 1.04 0.81 ----- ----- ----- ----- ----- ----- 0.81 16.27 0.75 736.58 1.03 0.80 ----- ----- ----- ----- ----- ----- 0.80 Continues on next page... Pond - 10 yr Page 5 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 16.30 0.75 736.58 1.02 0.79 ----- ----- ----- ----- ----- ----- 0.79 16.33 0.74 736.58 1.01 0.79 ----- ----- ----- ----- ----- ----- 0.79 16.37 0.74 736.58 1.00 0.78 ----- ----- ----- ----- ----- ----- 0.78 16.40 0.74 736.58 0.99 0.78 ----- ----- ----- ----- ----- ----- 0.78 16.43 0.74 736.57 0.99 0.78 ----- ----- ----- ----- ----- ----- 0.78 16.47 0.73 736.57 0.98 0.77 ----- ----- ----- ----- ----- ----- 0.77 16.50 0.73 736.57 0.97 0.77 ----- ----- ----- ----- ----- ----- 0.77 16.53 0.73 736.57 0.97 0.76 ----- ----- ----- ----- ----- ----- 0.76 16.57 0.73 736.57 0.96 0.76 ----- ----- ----- ----- ----- ----- 0.76 16.60 0.72 736.57 0.96 0.76 ----- ----- ----- ----- ----- ----- 0.76 16.63 0.72 736.57 0.95 0.75 ----- ----- ----- ----- ----- ----° 0.75 16.67 0.72 736.57 0.94 0.75 ----- ----- ----- ----- ----- ----- 0.75 16.70 0.72 736.57 0.94 0.75 ----- ----- ----- ----- ----- ----- 0.75 16.73 0.71 736.56 0.93 0.74 ----- ----- ----- ----- ----- ----- 0.74 16.77 0.71 736.56 0.93 0.74 ----- ----- ----- ----- ----- ----- 0.74 16.80 0.71 736.56 0.92 0.74 ----- ----- ----- ----- ----- ----- 0.74 16.83 0.70 736.56 0.92 0.73 ----- ----- ----- ----- ----- ----- 0.73 16.87 0.70 736.56 0.91 0.73 ----- ----- ----- ----- ----- ----- 0.73 16.90 0.70 736.56 0.91 0.73 ----- ----- ----- ----- ----- ----- 0.73 16.93 0.70 736.56 0.91 0.72 ----- ----- ----- ----- ----- ----- 0.72 16.97 0.69 736.56 0.90 0.72 ----- ----- ----- ----- ----- ----- 0.72 17.00 0.69 736.56 0.90 0.72 ----- ----- ----- ----- ----- ----- 0.72 17.03 0.69 736.56 0.90 0.72 ----- ' ----- ----- ----- ----- ----- 0.72 17.07 0.69 736.56 0.89 0.71 ----- ----- ----- ----- ----- ----- 0.71 17.10 0.68 736.55 0.89 0.71 ----- ----- ----- ----- ----- ----- 0.71 17.13 0.68 736.55 0.89 0.71 ----- ----- ----- ----- ----- ----- 0.71 17.17 0.68 736.55 0.88 0.71 ----- - ----- ----- ----- ----- ----- 0.71 17.20 0.68 736.55 0.88 0.70 ----- ' ----- ----- ----- ----- ----- 0.70 17.23 0.67 736.55 0.88 0.70 ----- ----- ----- ----- ----- ----- 0.70 17.27 0.67 736.55 0.87 0.70 ----- ----- ----- ----- ----- ----- 0.70 17.30 0.67 736.55 0.87 0.70 ----- ----- ----- ----- ----- ----- 0.70 17.33 0.67 736.55 0.87 0.69 ----- ----- ----- ----- ----- ----- 0.69 17.37 0.66 736.55 0.86 0.69 ----- ----- ----- ----- ----- ----- 0.69 17.40 0.66 736.55 0.86 0.69 ----- ----- ----- ----- ----- ----- 0.69 17.43 0.66 736.55 0.86 0.69 ----- ----- ----- ----- ----- ----- 0.69 17.47 0.66 736.54 0.85 0.68 ----- ----- ----- ----- ----- ----- 0.68 17.50 0.65 736.54 0.85 0.68 ----- ----- ----- ----- ----- ----- 0.68 17.53 0.65 736.54 0.85 0.68 ----- ----- ----- ----- ----- ----- 0.68 17.57 0.65 736.54 0.84 0.68 ----- ----- ----- ----- ----- ----- 0.68 17.60 0.65 736.54 0.84 0.67 ----- ----- ----- ----- ----- ----- 0.67 17.63 0.64 736.54 0.84 0.67 ----- ----- ----- ----- ----- ----- 0.67 17.67 0.64 736.54 0.83 0.67 ----- ----- ----- ----- ----- ----- 0.67 17.70 0.64 736.54 0.83 0.67 ----- ----- ----- ----- ----- ----- 0.67 17.73 0.63 736.54 0.83 0.66 ----- ----- ----- ----- ----- ----- 0.66 17.77 0.63 736.54 0.82 0.66 ----- ----- ----- ----- ----- ----- 0.66 17.80 0.63 736.54 0.82 0.66 ----- ----- ----- ----- ----- ----- 0.66 17.83 0.63 736.53 0.82 0.65 ----- ----- ----- ----- ----- ----- 0.66 17.87 0.62 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 17.90 0.62 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 Continues on next page... Pond - 10 yr Page 6 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 17.93 0.62 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 17.97 0.62 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 18.00 0.61 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 18.03 0.61 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 18.07 0.61 736.53 0.79 0.64 ----- ----- ----- ----- ----- ----- 0.64 18.10 0.61 736.53 0.79 0.63 ----- ----- ----- ----- ----- ----- 0.63 18.13 0.60 736.53 0.79 0.63 ----- ----- ----- ----- ----- ----- 0.63 18.17 0.60 736.53 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 18.20 0.60 736.53 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 18.23 0.59 736.52 0.78 0.62 ----- ----- ----- ----- ----- ----- 0.62 18.27 0.59 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 18.30 0.59 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 18.33 0.59 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 18.37 0.58 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 18.40 0.58 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 18.43 0.58 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 18.47 0.58 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 18.50 0.57 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 18.53 0.57 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 18.57 0.57 736.52 0.74 0.60 ----- ----- ----- ----- ----- ----- 0.60 18.60 0.57 736.51 0.74 0.59 ----- ----- ----- ----- ----- ----- 0.59 18.63 0.56 736.51 0.74 0.59 ----- ----- ----- ----- - -- ----- 0.59 18.67 0.56 736.51 0.73 0.59 ----- ----- ---=- ----- ----- ----- 0.59 18.70 0.56 736.51 0.73 0.59 ----- ----- ----- ----- ----- ----- 0.59 18.73 0.55 736.51 0.73 0.58 ----- ----- ----- ----- ----- ----- 0.58 18.77 0.55 736.51 0.72 0.58 ----- ----- ----- ----- ----- ----- 0.58 18.80 0.55 736.51 0.72 0.58 ----- ----- ----- ----- ----- ----- 0.58 18.83 0.55 736.51 0.71 0.58 ----- ----- ------ ----- ----- ----- 0.58 18.87 0.54 736.51 0.71 0.57 ----- ----- ----- ----- ----- ----- 0.57 18.90 0.54 736.51 0.71 0.57 ----- ----- ----- ----- ----- ----- 0.57 18.93 0.54 736.51 0.70 0.57 ----- ----- ----- ----- ----- ----- 0.57 18.97 0.54 736.50 0.70 0.56 ----- ----- ----- ----- ----- ----- 0.56 19.00 0.53 736.50 0.70 0.56 ----- ----- ----- ----- ----- ----- 0.56 19.03 0.53 736.50 0.69 0.56 ----- ----- ----- ----- ----- ----- 0.56 19.07 0.53 736.50 0.69 0.56 ----- ----- ----- ----- ----- ----- 0.56 19.10 0.52 736.50 0.69 0.55 ----- ----- ----- ----- ----- ----- 0.55 19.13 0.52 736.50 0.68 0.55 ----- ----- ----- ----- ----- ----- 0.55 19.17 0.52 736.50 0.68 0.55 ----- ----- ----- ----- ----- ----- 0.55 19.20 0.52 736.50 0.68 0.55 ----- ----- ----- ----- ----- ----- 0.55 19.23 0.51 736.50 0.67 0.54 ----- ----- ----- ----- ----- ----- 0.54 19.27 0.51 736.50 0.67 0.54 ----- ----- ----- ----- ----- ----- 0.54 19.30 0.51 736.49 0.67 0.54 ----- ----- ----- ----- ----- ----- 0.54 19.33 0.51 736.49 0.66 0.53 ----- ----- ----- ----- ----- ----- 0.53 19.37 0.50 736.49 0.66 0.53 ----- ----- ----- ----- --- - ----- 0.53 19.40 0.50 736.49 0.66 0.53 ----- ----- ----- ----- ----- ----- 0.53 19.43 0.50 736.49 0.65 0.53 ----- ----- ----- ----- ----- ----- 0.53 19.47 0.49 736.49 0.65 0.52 ----- ----- ----- ----- ----- ----- 0.52 19.50 0.49 736.49 0.65 0.52 ----- ----- ----- ----- ----- ----- 0.52 19.53 0.49 736.49 0.64 0.52 ----- ----- ----- ----- ----- ----- 0.52 Continues on next page... Pond - 10 yr Page 7 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 19.57 0.49 736.49 0.64 0.52 ----- ----- ----- ----- ----- ----- 0.52 19.60 0.48 736.49 0.64 0.51 ----- ----- ----- ----- ----- ----- 0.51 19.63 0.48 736.49 0.63 0.51 ----- ----- ----- ----- ----- ----- 0.51 19.67 0.48 736.48 0.63 0.51 ----- ----- ----- ----- ----- ----- 0.51 19.70 0.48 736.48 0.62 0.50 ----- ----- ----- ----- ----- ----- 0.50 19.73 0.47 736.48 0.62 0.50 ----- ----- ----- ----- ----- ----- 0.50 19.77 0.47 736.48 0.62 0.50 ----- ----- ----- ----- ----- ----- 0.50 19.80 0.47 736.48 0.61 0.50 ----- ----- ----- ----- ----- ----- 0.50 19.83 0.46 736.48 0.61 0.49 ----- ----- ----- ----- ----- ----- 0.49 19.87 0.46 736.48 0.61 0.49 ----- ----- ----- ----- ----- ----- 0.49 19.90 0.46 736.48 0.60 0.49 ----- ----- ----- ----- ----- ----- 0.49 19.93 0.46 736.48 0.60 0.49 ----- ----- ----- ----- ----- ----- 0.49 19.97 0.45 736.48 0.60 0.48 ----- ----- ----- ----- ----- ----- 0.48 20.00 0.45 736.48 0.59 0.48 ----- ----- ----- ----- ----- ----- 0.48 20.03 0.45 736.47 0.59 0.48 ----- ----- ----- ----- ----- ----- 0.48 20.07 0.45 736.47 0.59 0.47 ----- ----- ----- ----- ----- ----- 0.47 20.10 0.44 736.47 0.58 0.47 ----- ----- ----- ----- ----- ----- 0.47 20.13 0.44 736.47 0.58 0.47 ----- ----- ----- ----- ----- ----- 0.47 20.17 0.44 736.47 0.58 0.47 ----- ----- ----- ----- ----- ----- 0.47 20.20 0.44 736.47 0.57 0.46 ----- ----- ----- ----- ----- ----- 0.46 20.23 0.44 736.47 0.57 0.46 ----- ----- ----- ----- ----- ----- 0.46 20.27 0.44 736.47 0.57 0.46 ----- ----- ----- ----- -- -- ----- 0.46 20.30 0.44 736.47 0.57 0.46 ----- ----- ----- ----- • ----- ----- 0.46 20.33 0.44 736.47 0.56 0.46 ----- ----- ----- ----- ----- ----- 0.46 20.37 0.44 736.47 0.56 0.46 ----- ----- ----- ----- ----- ----- 0.46 20.40 0.44 736.47 0.56 0.45 ----- ----- ----- ----- ----- ----- 0.45 20.43 0.44 736.47 0.56 0.45 ----- ----- ----- ----- ----- ----- 0.45 20.47 0.44 736.47 0.56 0.45 ----- ----- ----- ----- • ----- ----- 0.45 20.50 0.44 736.46 0.55 0.45 ----- ----- ----- ----- ----- ----- 0.45 20.53 0.44 736.46 0.55 0.45 ----- ----- ----- ----- ----- ----- 0.45 20.57 0.43 736.46 0.55 0.45 ----- ----- ----- ----- ----- ----- 0.45 20.60 0.43 736.46 0.55 0.45 ----- ----- ----- ----- ----- ----- 0.45 20.63 0.43 736.46 0.55 0.45 ----- ----- ----- ----- ----- ----- 0.45 20.67 0.43 736.46 0.55 0.44 ----- ----- ----- ----- ----- ----- 0.44 20.70 0.43 736.46 0.55 0.44 ----- ----- ----- ----- ----- ----- 0.44 20.73 0.43 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 20.77 0.43 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 20.80 0.43 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 20.83 0.43 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 20.87 0.43 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 20.90 0.43 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 20.93 0.43 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 20.97 0.43 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 21.00 0.43 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 21.03 0.43 736.46 0.54 0.44 ----- ----- ----- ----- ----- ----- 0.44 21.07 0.43 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.10 0.43 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.13 0.43 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.17 0.43 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 Continues on next page... Pond - 10 yr Page 8 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 21.20 0.43 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.23 0.42 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.27 0.42 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.30 0.42 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.33 0.42 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.37 0.42 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.40 0.42 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.43 0.42 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.47 0.42 736.46 0.52 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.50 0.42 736.46 0.52 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.53 0.42 736.46 0.52 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.57 0.42 736.46 0.52 0.43 ----- ----- ----- ----- ----- ----- 0.43 21.60 0.42 736.46 0.52 0.43 ----- ----- ----- ----- ----- ----- 0.42 21.63 0.42 736.46 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 21.67 0.42 736.46 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 21.70 0.42 736.46 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 21.73 0.42 736.46 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 21.77 0.42 736.46 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 21.80 0.42 736.46 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 21.83 0.42 736.46 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 21.87 0.41 736.45 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 21.90 0.41 736.45 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 21.93 0.41 736.45 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 21.97 0.41 736.45 0.51 0.42 ----- ----- ----- ----- ----- ----- 0.42 22.00 0.41 736.45 0.51 0.42 ----- ----- ----- ----- ----- ----- 0.42 22.03 0.41 736.45 0.51 0.42 ----- ----- ----- ----- ----- ----- 0.42 22.07 0.41 736.45 0.51 0.42 ----- ----- ----- ----- ----- ----- 0.42 22.10 0.41 736.45 0.51 0.42 ----- ----- ----- ----- ----- ----- 0.42 22.13 0.41 736.45 0.51 0.42 ----- ----- ----- ----- ----- ----- 0.42 22.17 0.41 736.45 0.51 0.42 ----- ----- ----- ----- ----- ----- 0.42 22.20 0.41 736.45 0.51 0.42 ----- ----- ----- ----- ----- ----- 0.42 22.23 0.41 736.45 0.51 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.27 0.41 736.45 0.51 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.30 0.41 736.45 0.51 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.33 0.41 736.45 0.51 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.37 0.41 736.45 0.51 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.40 0.41 736.45 0.51 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.43 0.41 736.45 0.51 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.47 0.41 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.50 0.41 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.53 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.57 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.60 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.63 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.67 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.70 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.73 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.77 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.80 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 Continues on next page... Pond - 10 yr Page 9 Hydrograph Discharge Table Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 22.83 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.87 0.40 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 22.90 0.40 736.45 0.50 0.40 ----- ----- ----- ----- ----- ----- 0.40 22.93 0.40 736.45 0.50 0.40 ----- ----- ----- ----- ----- ----- 0.40 22.97 0.40 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.00 0.40 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.03 0.40 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.07 0.40 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.10 0.40 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.13 0.40 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.17 0.39 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.20 0.39 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.23 0.39 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.27 0.39 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.30 0.39 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.33 0.39 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.37 0.39 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.40 0.39 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.43 0.39 736.45 0.49 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.47 0.39 736.45 0.48 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.50 0.39 736.45 0.48 0.40 ----- ----- ----- ----- ----- ----- 0.40 23.53 0.39 736.45 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.57 0.39 736.45 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.60 0.39 736.45 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.63 0.39 736.45 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.67 0.39 736.45 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.70 0.39 736.45 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.73 0.39 736.44 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.77 0.39 736.44 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.80 0.38 736.44 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.83 0.38 736.44 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.87 0.38 736.44 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.90 0.38 736.44 0.48 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.93 0.38 736.44 0.47 0.39 ----- ----- ----- ----- ----- ----- 0.39 23.97 0.38 736.44 0.47 0.39 ----- ----- ----- ----- ----- ----- 0.39 24.00 0.38 736.44 0.47 0.39 ----- ----- ----- ----- ----- ----- 0.39 24.03 0.35 736.44 0.47 0.39 ----- ----- ----- ----- ----- ----- 0.39 24.07 0.29 736.44 0.46 0.38 ----- ----- ----- ----- ----- ----- 0.38 24.10 0.19 736.44 0.45 0.37 ----- ----- ----- ----- ----- ----- 0.37 24.13 0.11 736.43 0.42 0.35 ----- ----- ----- ----- ----- ----- 0.35 24.17 0.06 736.42 0.39 0.32 ----- ----- ----- ----- ----- ----- 0.32 24.20 0.02 736.41 0.36 0.30 ----- ----- ----- ----- ----- ----- 0.30 24.23 0.00 736.40 0.33 0.27 ----- ----- ----- ----- ----- ----- 0.27 24.27 0.00 736.40 0.30 0.25 ----- ----- ----- ----- ----- ----- 0.25 24.30 0.00 736.39 0.27 0.23 ----- ----- ----- ----- ----- ----- 0.23 24.33 0.00 736.38 0.24 0.21 ----- ----- ----- ----- ----- ----- 0.21 24.37 0.00 736.38 0.23 0.20 ----- ----- ----- ----- ----- ----- 0.20 24.40 0.00 736.37 0.22 0.19 ----- ----- ----- ----- ----- ----- 0.19 24.43 0.00 736.36 0.21 0.18 ----- ----- ----- ----- ----- ----- 0.18 Continues on next page... Pond - 10 yr Page 10 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 24.47 0.00 736.36 0.21 0.18 ----- ----- ----- ----- ----- ----- 0.18 24.50 0.00 736.35 0.20 0.17 ----- ----- ----- ----- ----- ----- 0.17 24.53 0.00 736.35 0.19 0.16 ----- ----- ----- ----- ----- ----- 0.17 24.57 0.00 736.34 0.19 0.16 ----- ----- ----- ----- ----- ----- 0.16 24.60 0.00 736.34 0.18 0.15 ----- ----- ----- ----- ----- ----- 0.15 24.63 0.00 736.33 0.17 0.15 ----- ----- ----- ----- ----- ----- 0.15 24.67 0.00 736.33 0.17 0.14 ----- ----- ----- ----- ----- ----- 0.14 24.70 0.00 736.32 0.16 0.14 ----- ----- ----- ----- ----- ----- 0.14 24.73 0.00 736.32 0.16 0.13 ----- ----- ----- ----- ----- ----- 0.13 24.77 0.00 736.32 0.15 0.13 ----- ----- ----- ----- ----- ----- 0.13 24.80 0.00 736.31 0.15 0.12 ----- ----- ----- ----- ----- ----- 0.12 24.83 0.00 736.31 0.14 0.12 ----- ----- ----- ----- ----- ----- 0.12 24.87 0.00 736.30 0.14 0.12 ----- ----- ----- ----- ----- ----- 0.12 24.90 0.00 736.30 0.13 0.11 ----- ----- ----- ----- ----- ----- 0.11 24.93 0.00 736.30 0.13 0.11 ----- ----- ----- ----- ----- ----- 0.11 24.97 0.00 736.29 0.12 0.10 ----- ----- ----- ----- ----- ----- 0.10 25.00 0.00 736.29 0.12 0.10 ----- ----- ----- ----- ----- ----- 0.10 ps.m o.o0 736.29 0.11 0.10 ----- ----- ----- ----- ----- ----- 0.10 ... End Hydrograph Report Hyd. No. 12 pond - 100 yr Hydrograph type = Reservoir Storm frequency = 100 yrs Inflow hyd. No. = 8 Max. Elevation = 740.17 ft Storage Indication method used. Hydrograph Discharge Table Peak discharge Time interval Reservoir name Max. Storage Page 1 English = 21.34 cfs = 2 min = Pond = 39,281 cult I otal volume = 12ti,uti1 CU1 Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 9.37 0.38 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 9.40 0.38 736.39 0.28 0.24 ----- ----- ----- ----- ----- ----- 0.24 9.43 0.39 736.40 0.30 0.25 ----- ----- ----- ----- ----- ----- 0.25 9.47 0.40 736.40 0.31 0.26 ----- ----- ----- ----- ----- ----- 0.26 9.50 0.40 736.40 0.33 0.27 ----- ----- ----- ----- ----- ----- 0.27 9.53 0.41 736.41 0.34 0.28 ----- ----- ----- ----- ----- ----- 0.28 9.57 0.41 736.41 0.36 0.30 ----- ----- ----- ----- ----- ----- 0.30 9.60 0.42 736.42 0.37 0.31 ----- ----- ----- ----- ----- ----- 0.31 9.63 0.43 736.42 0.38 0.32 ------ ----- ----- ----- ----- ----- 0.32 9.67 0.44 736.42 0.40 0.33 ----- -- -- ----- ----- ----- ----- 0.33 9.70 0.46 736.43 0.41 0.34 ----- ----- ----- ----- ----- ----- 0.34 9.73 0.47 736.43 0.43 0.35 ----- ----- ----- ----- ----- ----- 0.35 9.77 0.48 736.43 0.44 0.36 ----- ----- ----- ----- ----- ----- 0.36 9.80 0.50 736.44 0.45 0.37 ------ ----- ----- ----- ----- ----- 0.37 9.83 0.51 736.44 0.47 0.38 ----- ----- ----- ----- ----- ----- 0.38 9.87 0.53 736.45 0.48 0.40 ----- ----- ----- ----- ----- ----- 0.40 9.90 0.54 736.45 0.50 0.41 ----- ----- ----- ----- ----- ----- 0.41 9.93 0.56 736.45 0.52 0.42 ----- ----- ----- ----- ----- ----- 0.42 9.97 0.57 736.46 0.53 0.43 ----- ----- ----- ----- ----- ----- 0.43 10.00 0.59 736.46 0.55 0.45 ----- ----- ----- ----- ----- ----- 0.45 10.03 0.60 736.47 0.57 0.46 ----- ----- ----- ----- ----- ----- 0.46 10.07 0.62 736.47 0.58 0.47 ----- ----- ----- ----- ----- ----- 0.47 10.10 0.64 736.48 0.60 0.49 ----- ----- ----- ----- ----- ----- 0.49 10.13 0.66 736.48 0.62 0.50 ----- ----- ----- ----- ----- ----- 0.50 10.17 0.68 736.49 0.64 0.52 ----- ----- ----- ----- ----- ----- 0.52 10.20 0.70 736.49 0.66 0.53 ----- ----- ----- ----- ----- ----- 0.53 10.23 0.72 736.50 0.68 0.55 ----- ----- ----- ----- ----- ----- 0.55 10.27 0.75 736.50 0.70 0.56 ----- ----- ----- ----- ----- ----- 0.56 10.30 0.77 736.51 0.72 0.58 ----- ----- ----- ----- ----- ----- 0.58 10.33 0.79 736.52 0.74 0.60 ----- ----- ----- ----- ----- ----- 0.60 10.37 0.82 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 10.40 0.84 736.53 0.79 0.63 ----- ----- ----- ----- ----- ----- 0.63 10.43 0.87 736.53 0.82 0.65 ----- ----- ----- ----- ----- ----- 0.65 10.47 0.89 736.54 0.84 0.67 ----- ----- ----- ----- ----- ----- 0.67 10.50 0.92 736.55 0.87 0.69 ----- ----- ----- ----- ----- ----- 0.69 10.53 0.94 736.56 0.89 0.71 ----- ----- ----- ----- ----- ----- 0.71 Continues on next page... pond - 100 yr Page 2 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 10.57 0.97 736.56 0.92 0.74 ----- ----- ----- ----- ----- ----- 0.74 10.60 1.00 736.57 0.97 0.76 ----- ----- ----- ----- ----- ----- 0.76 10.63 1.04 736.58 1.01 0.79 ----- ----- ----- ----- ----- ----- 0.79 10.67 1.07 736.59 1.05 0.82 ----- ----- ----- ----- ----- ----- 0.82 10.70 1.11 736.59 1.10 0.84 ----- ----- ----- ----- ----- ----- 0.84 10.73 1.15 736.60 1.15 0.87 ----- ----- ----- ----- ----- ----- 0.87 10.77 1.20 736.61 1.19 0.90 ----- ----- ----- ----- ----- ----- 0.90 10.80 1.24 736.62 1.25 0.94 ----- ----- ----- ----- ----- ----- 0.94 10.83 1.28 736.63 1.30 0.97 ----- ----- ----- ----- ----- ----- 0.97 10.87 1.32 736.64 1.35 1.00 ----- ----- ----- ----- ----- ----- 1.00 10.90 1.37 736.65 1.41 1.04 ----- ----- ----- ----- ----- ----- 1.04 10.93 1.42 736.66 1.47 1.07 ----- ----- ----- ----- ----- ----- 1.07 10.97 1.46 736.67 1.53 1.11 ----- ----- ----- ----- ----- ----- 1.11 11.00 1.51 736.68 1.59 1.15 ----- ----- ----- ----- ----- ----- 1.15 11.03 1.50 736.69 1.65 1.18 ----- ----- ----- ----- ----- ----- 1.18 11.07 1.50 736.70 1.70 1.22 ----- ----- ----- ----- ----- ----- 1.22 11.10 1.51 736.71 1.75 1.25 ----- ----- ----- ----- ----- ----- 1.25 11.13 1.62 736.72 1.80 1.28 ----- ----- ----- ----- ----- ----- 1.28 11.17 1.74 736.73 1.86 1.32 ----- ----- ----- ----- ----- ----- 1.32 11.20 1.87 736.75 1.94 1.38 ----- ----- ----- ----- ----- ----- 1.38 11.23 2.00 736.76 2.04 1.45 ----- ----- ----- ----- ----- ----- 1.45 11.27 2.14 736.78 2.14 1.53 ----- ----- ---- • ----- ----- ----- 1.53 11.30 2.25 736.80 2.25 1.62 ----- ----- ----- - ----- ---- ----- 1.62 11.33 2.36 736.82 2.37 1.71 ----- ----- ----- ----- ----- ----- 1.71 11.37 2.47 736.84 2.48 1.80 ----- ----- ----- ----- ----- ----- 1.80 11.40 2.59 736.86 2.60 1.90 ----- ----- ----- ----- ----- ----- 1.90 11.43 2.71 736.89 2.73 2.00 ----- ----- ----- - ----- ----- ----- 2.00 11.47 2.83 736.91 2.86 2.10 ----- ----- ----- - ----- ----- ----- 2.10 11.50 2.95 736.93 3.00 2.21 ----- ----- ----- ----- ----- ----- 2.21 11.53 3.24 736.96 3.17 2.35 ----- ----- ----- ----- ----- ----- 2.35 11.57 3.81 736.99 3.40 2.53 ----- ----- ----- ----- ----- ----- 2.53 11.60 4.86 737.04 3.74 2.81 ----- ----- ----- ----- ----- ----- 2.81 11.63 6.35 737.13 4.30 3.20 ----- ----- ----- ----- ----- ----- 3.20 11.67 8.33 737.25 5.19 3.69 ----- ----- ----- ----- ----- ----- 3.69 11.70 10.73 737.42 6.46 4.65 ----- ----- ----- ----- ----- ----- 4.65 11.73 13.49 737.64 7.80 5.50 ----- ----- ----- ----- ----- ----- 5.50 11.77 16.56 737.92 9.76 6.47 ----- ----- ----- ----- ----- ----- 6.47 11.80 20.37 738.08 10.73 6.97 ----- ----- ----- ----- ----- ----- 6.97 11.83 25.38 738.21 11.51 7.41 ----- ----- ----- ----- ----- ----- 7.41 11.87 32.07 738.40 12.27 7.77 ----- ----- ----- ----- ----- ----- 7.77 11.90 40.43 738.64 13.50 8.46 ----- ----- ----- ----- ----- ----- 8.46 11.93 48.92 738.95 19.21 9.24 ----- ----- ----- ----- ----- ----- 9.24 11.97 54.44 << 739.31 25.91 10.09 ----- ----- ----- ----- ----- ----- 10.09 12.00 53.67 739.69 31.38 10.92 ----- ----- ----- ----- ----- ----- 10.92 12.03 46.31 740.01 35.42 11.59 ----- ----- 0.15 0.36 ----- ----- 12.10 12.07 35.64 740.12 36.69 11.79 ----- ----- 2.03 4.85 ----- ----- 18.68 12.10 25.14 740.17 << 37.20 11.88 ----- ----- 2.79 6.67 ----- ----- 21.34 << 12.13 16.92 740.16 37.19 11.88 ----- ----- 2.77 6.62 ----- ----- 21.27 12.17 11.60 740.14 36.88 11.83 ----- ----- 2.32 5.53 ----- ----- 19.68 Continues on next page... pond - 100 yr Hydrograph Discharge Table Page 3 Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 12.20 9.01 740.10 36.47 11.76 ----- ----- 1.71 4.08 ----- ----- 17.54 12.23 8.10 740.07 36.07 11.69 ----- ----- 1.12 2.68 ----- ----- 15.50 12.27 7.77 740.04 35.74 11.64 ----- ----- 0.63 1.51 ----- ----- 13.78 12.30 7.43 740.01 35.47 11.59 ----- ----- 0.23 0.55 ----- ----- 12.37 12.33 7.08 739.99 35.15 11.54 ----- ----- ----- ----- ----- ----- 11.54 12.37 6.74 739.95 34.66 11.46 ----- ----- ----- ----- ----- ----- 11.46 12.40 6.39 739.90 34.15 11.37 ----- ----- ----- ----- ----- ----- 11.37 12.43 6.04 739.86 33.62 11.28 ----- ----- ----- ----- ----- ----- 11.28 12.47 5.68 739.81 33.05 11.19 ----- ----- ----- ----- ----- ----- 11.19 12.50 5.33 739.77 32.43 11.08 ----- ----- ----- ----- ----- ----- 11.08 12.53 4.98 739.72 31.76 10.98 ----- ----- ----- ----- ----- ----- 10.98 12.57 4.67 739.66 31.07 10.87 ----- ----- ----- ----- ----- ----- 10.87 12.60 4.42 739.61 30.36 10.76 ----- ----- ----- ----- ----- ----- 10.76 12.63 4.23 739.55 29.57 10.64 ----- ----- ----- ----- ----- ----- 10.64 12.67 4.08 739.50 28.77 10.52 ----- ----- ----- ----- ----- ----- 10.52 12.70 3.98 739.44 27.97 10.39 ----- ----- ----- ----- ----- ----- 10.39 12.73 3.89 739.39 27.16 10.27 ----- ----- ----- ----- ----- ----- 10.27 12.77 3.81 739.33 26.27 10.15 ----- ----- ----- ----- ----- ----- 10.15 12.80 3.73 739.28 25.39 10.02 ----- ----- ----- ----- ----- ----- 10.02 12.83 3.65 739.22 24.52 9.90 ----- ----- ----- ----- ----- ----- 9.90 12.87 3.57 739.17 23.58 9.77 ----- ----- ----- ----- ----- ----- 9.77 12.90 3.49 739.12 22.59 9.65 ----- ----- ----- ----- ----- ----- 9.65 12.93 3.41 739.06 21.60 9.53 ----- ----- ----- ----- - ----- ----- 9.53 12.97 3.32 739.01 20.62 9.40 ----- ----- ----- ----- ----- ----- 9.40 13.00 3.24 738.96 19.47 9.27 ----- ----- ----- ----- ----- ----- 9.27 13.03 3.16 738.91 18.28 9.14 ----- ----- ----- ----- ----- ----- 9.14 13.07 3.09 738.86 17.10 9.00 ----- ----- ----- ----- - ----- ----- 9.00 13.10 3.02 738.81 15.94 8.87 ----- ----- ----- ----- - ----- ----- 8.87 13.13 2.96 738.76 15.16 8.75 ----- ----- ----- ----- ----- ----- 8.75 13.17 2.91 738.71 14.45 8.62 ----- ----- ----- ----- ----- ----- 8.62 13.20 2.86 738.66 13.75 8.50 ----- ----- ----- ----- ----- ----- 8.50 13.23 2.82 738.61 13.06 8.38 ----- ----- ----- ----- ----- ----- 8.38 13.27 2.77 738.56 12.80 8.25 ----- ----- ----- ----- ----- ----- 8.25 13.30 2.73 738.51 12.65 8.11 ----- ----- ----- ----- ----- ----- 8.11 13.33 2.68 738.47 12.51 7.98 ----- ----- ----- ----- ----- ----- 7.98 13.37 2.64 738.42 12.36 7.85 ----- ----- ----- ----- ----- ----- 7.85 13.40 2.60 738.38 12.20 7.74 ----- ----- ----- ----- ----- ----- 7.74 13.43 2.55 738.33 12.01 7.65 ----- ----- ----- ----- ----- ----- 7.65 13.47 2.51 738.29 11.83 7.56 ----- ----- ----- ----- ----- ----- 7.56 13.50 2.46 738.25 11.65 7.47 ----- ----- ----- ----- ----- ----- 7.47 13.53 2.42 738.20 11.46 7.39 ----- ----- ----- ----- ----- ----- 7.39 13.57 2.38 738.16 11.22 7.25 ----- ----- ----- ----- ----- ----- 7.25 13.60 2.34 738.12 10.97 7.11 ----- ----- ----- ----- ----- ----- 7.11 13.63 2.30 738.08 10.73 6.97 ----- ----- ----- ----- ----- ----- 6.97 13.67 2.26 738.04 10.50 6.83 ----- ----- ----- ----- ----- ----- 6.83 13.70 2.23 738.00 10.27 6.70 ----- ----- ----- ----- ----- ----- 6.70 13.73 2.20 737.87 9.42 6.32 ----- ----- ----- ----- ----- ----- 6.32 13.77 2.17 737.75 8.57 5.90 ----- ----- ----- ----- ----- ----- 5.90 13.80 2.14 737.63 7.78 5.49 ----- ----- ----- ----- ----- ----- 5.49 Continues on next page... Page 4 pond - 100 yr Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 13.83 2.10 737.53 7.21 5.16 ----- ----- ----- ----- ----- ----- 5.16 13.87 2.07 737.44 6.66 4.81 ----- ----- ----- ----- ----- ----- 4.81 13.90 2.04 737.36 6.06 4.33 ----- ----- ----- ----- ----- ----- 4.33 13.93 2.01 737.30 5.56 3.93 ----- ----- ----- ----- ----- ----- 3.93 13.97 1.97 737.24 5.14 3.66 ----- ----- ----- ----- ----- ----- 3.66 14.00 1.94 737.19 4.77 3.46 ----- ----- ----- ----- ----- ----- 3.46 14.03 1.91 737.14 4.44 3.28 ----- ----- ----- ----- ----- ----- 3.28 14.07 1.88 737.10 4.14 3.11 ----- ----- ----- ----- ----- ----- 3.11 14.10 1.86 737.07 3.90 2.93 ----- ----- ----- ----- ----- ----- 2.93 14.13 1.84 737.04 3.69 2.76 ----- ----- ----- ----- ----- ----- 2.76 14.17 1.82 737.01 3.51 2.62 ----- ----- ----- ----- ----- ----- 2.62 14.20 1.81 736.99 3.36 2.50 ----- ----- ----- ----- ----- ----- 2.50 14.23 1.80 736.97 3.22 2.39 ----- ----- ----- ----- ----- ----- 2.39 14.27 1.79 736.95 3.11 2.30 ----- ----- ----- ----- ----- ----- 2.30 14.30 1.78 736.93 3.01 2.22 ----- ----- ----- ----- ----- ----- 2.22 14.33 1.77 736.92 2.92 2.15 ----- ----- ----- ----- ----- ----- 2.15 14.37 1.75 736.91 2.86 2.10 ----- ----- ----- ----- ----- ----- 2.10 14.40 1.74 736.90 2.80 2.05 ----- ----- ----- ----- ----- ----- 2.05 14.43 1.73 736.89 2.75 2.01 ----- ----- ----- ----- ----- ----- 2.01 14.47 1.72 736.88 2.70 1.97 ----- ----- ----- ----- ----- ----- 1.97 14.50 1.71 736.87 2.66 1.94 ----- ----- ----- ----- ----- ----- 1.94 14.53 1.70 736.87 2.62 1.91 ----- ----- ----- ----- ----- ----- 1.91 14.57 1.69 736.86 2.58 1.88 ----- ----- ----- ----- ----- - ----- 1.88 14.60 1.68 736.85 2.55 1.85 ----- ----- ----- ----- ----- ----- 1.85 14.63 1.67 736.85 2.52 1.83 ----- ----- ----- ----- ----- ----- 1.83 14.67 1.65 736.84 2.49 1.81 ----- ----- ----- ----- ----- ----- 1.81 14.70 1.64 736.84 2.46 1.79 ----- ----- ----- ----- ----- - ----- 1.79 14.73 1.63 736.84 2.44 1.77 ----- ----- ----- ----- ----- - ----- 1.77 14.77 1.62 736.83 2.42 1.75 ----- ----- ----- ----- ----- ----- 1.75 14.80 1.61 736.83 2.39 1.73 ----- ----- ----- ----- ----- ----- 1.73 14.83 1.60 736.82 2.37 1.71 ----- ----- ----- ----- ----- ----- 1.71 14.87 1.59 736.82 2.35 1.70 ----- ----- ----- ----- ----- ----- 1.70 14.90 1.58 736.82 2.33 1.68 ----- ----- ----- ----- ----- ----- 1.68 14.93 1.57 736.81 2.31 1.67 ----- ----- ----- ----- ----- ----- 1.67 14.97 1.55 736.81 2.30 1.65 ----- ----- ----- ----- ----- ----- 1.65 15.00 1.54 736.81 2.28 1.64 ----- ----- ----- ----- ----- ----- 1.64 15.03 1.53 736.80 2.26 1.63 ----- ----- ----- ----- ----- ----- 1.63 15.07 1.52 736.80 2.24 1.61 ----- ----- ----- ----- ----- ----- 1.61 15.10 1.51 736.80 2.23 1.60 ----- ----- ----- ----- ----- ----- 1.60 15.13 1.50 736.80 2.21 1.59 ----- ----- ----- ----- ----- ----- 1.59 15.17 1.49 736.79 2.20 1.58 ----- ----- ----- ----- ----- ----- 1.58 15.20 1.48 736.79 2.18 1.56 ----- ----- ----- ----- ----- ----- 1.56 15.23 1.46 736.79 2.17 1.55 ----- ----- ----- ----- ----- ----- 1.55 15.27 1.45 736.78 2.15 1.54 ----- ----- ----- ----- ----- ----- 1.54 15.30 1.44 736.78 2.14 1.53 ----- ----- ----- ----- ----- ----- 1.53 15.33 1.43 736.78 2.12 1.51 ----- ----- ----- ----- ----- ----- 1.51 15.37 1.42 736.78 2.11 1.50 ----- - --- ----- ----- ----- ----- 1.50 15.40 1.41 736.77 2.09 1.49 ----- ----- ----- ----- ----- ----- 1.49 15.43 1.40 736.77 2.08 1.48 ----- ----- ----- ----- ----- ----- 1.48 Continues on next page... pond - 100 yr Hydrograph Discharge Table Page 5 Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 15.47 1.38 736.77 2.06 1.47 ----- ----- ----- ----- ----- ----- 1.47 15.50 1.37 736.77 2.05 1.46 ----- ----- ----- ----- ----- ----- 1.46 15.53 1.36 736.76 2.03 1.44 ----- ----- ----- ----- ----- ----- 1.44 15.57 1.35 736.76 2.02 1.43 ----- ----- ----- ----- ----- ----- 1.43 15.60 1.34 736.76 2.00 1.42 ----- ----- ----- ----- ----- ----- 1.42 15.63 1.33 736.76 1.99 1.41 ----- ----- ----- ----- ----- ----- 1.41 15.67 1.32 736.75 1.97 1.40 ----- ----- ----- ----- ----- ----- 1.40 15.70 1.30 736.75 1.96 1.39 ----- ----- ----- ----- ----- ----- 1.39 15.73 1.29 736.75 1.94 1.37 ----- ----- ----- ----- ----- ----- 1.37 15.77 1.28 736.75 1.93 1.36 ----- ----- ----- ----- ----- ----- 1.36 15.80 1.27 736.74 1.91 1.35 ----- ----- ----- ----- ----- ----- 1.35 15.83 1.26 736.74 1.90 1.34 ----- ----- ----- ----- ----- ----- 1.34 15.87 1.25 736.74 1.89 1.33 ----- ----- ----- ----- ----- ----- 1.33 15.90 1.24 736.73 1.87 1.32 ----- ----- ----- ----- ----- ----- 1.32 15.93 1.22 736.73 1.86 1.31 ----- ----- ----- ----- ----- ----- 1.31 15.97 1.21 736.73 1.84 1.30 ----- ----- ----- ----- ----- ----- 1.30 16.00 1.20 736.73 1.83 1.29 ----- ----- ----- ----- ----- ----- 1.29 16.03 1.19 736.72 1.81 1.28 ----- ----- ----- ----- ----- ----- 1.28 16.07 1.18 736.72 1.79 1.27 ----- ----- ----- ----- ----- ----- 1.27 16.10 1.17 736.72 1.78 1.26 ----- ----- ----- ----- ----- ----- 1.26 16.13 1.16 736.71 1.76 1.25 ----- ----- ----- ----- ----- ----- 1.25 16.17 1.16 736.71 1.75 1.24 ----- ----- ----- ----- ----- ----- 1.24 16.20 1.15 736.71 1.73 1.24 ----- ----- ----- ----- ----- ----- 1.24 16.23 1.15 736.71 1.72 1.23 ----- ----- ----- ----- ----- ----- 1.23 16.27 1.15 736.70 1.70 1.22 ----- ----- ----- ----- ----- ----- 1.22 16.30 1.14 736.70 1.69 1.21 ----- ----- ----- ----- ----- ----- 1.21 16.33 1.14 736.70 1.68 1.20 ----- ----- ----- ----- ----- ----- 1.20 16.37 1.13 736.70 1.67 1.20 ----- ----- ----- ----- ----- ----- 1.20 16.40 1.13 • 736.70 1.66 1.19 ----- ----- ----- ----- ----- ----- 1.19 16.43 1.13 736.69 1.65 1.18 ----- ----- ----- ----- ----- ----- 1.18 16.47 1.12 736.69 1.64 1.18 ----- ----- ----- ----- ----- ----- 1.18 16.50 1.12 736.69 1.63 1.17 ----- ----- ----- ----- ----- ----- 1.17 16.53 1.11 736.69 1.62 1.17 ----- ----- ----- ----- ----- ----- 1.17 16.57 1.11 736.69 1.61 1.16 ----- ----- ----- ----- ----- ----- 1.16 16.60 1.11 736.69 1.60 1.15 ----- ----- ----- ----- ----- ----- 1.15 16.63 1.10 736.68 1.59 1.15 ----- ----- ----- ----- ----- ----- 1.15 16.67 1.10 736.68 1.58 1.14 ----- ----- ----- ----- ----- ----- 1.14 16.70 1.09 736.68 1.58 1.14 ----- ----- ----- ----- ----- ----- 1.14 16.73 1.09 736.68 1.57 1.13 ----- ----- ----- ----- ----- ----- 1.13 16.77 1.08 736.68 1.56 1.13 ----- ----- ----- ----- ----- ----- 1.13 16.80 1.08 736.68 1.55 1.12 ----- ----- ----- ----- ----- ----- 1.13 16.83 1.08 736.68 1.54 1.12 ----- ----- ----- ----- ----- ----- 1.12 16.87 1.07 736.67 1.54 1.12 ----- ----- ----- ----- ------ ----- 1.12 16.90 1.07 736.67 1.53 1.11 ----- ----- ----- ----- ----- ----- 1.11 16.93 1.06 736.67 1.52 1.11 ----- ----- ----- ----- ----- ----- 1.11 16.97 1.06 736.67 1.52 1.10 ----- ----- ----- ----- ----- ----- 1.10 17.00 1.06 736.67 1.51 1.10 ----- ----- ----- ----- ----- ----- 1.10 17.03 1.05 736.67 1.50 1.09 ----- ----- ----- ----- ----- ----- 1.09 17.07 1.05 736.67 1.49 1.09 ----- ----- ----- ----- ----- ----- 1.09 Continues on next page... 0 pond - 100 yr Hydrograph Discharge Table Page 6 Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 17.10 1.04 736.66 1.49 1.08 ----- ----- ----- ----- ----- ----- 1.08 17.13 1.04 736.66 1.48 1.08 ----- ----- ----- ----- ----- ----- 1.08 17.17 1.04 736.66 1.47 1.08 ----- ----- ----- ----- ----- ----- 1.08 17.20 1.03 736.66 1.47 1.07 ----- ----- ----- ----- ----- ----- 1.07 17.23 1.03 736.66 1.46 1.07 ----- ----- ----- ----- ----- ----- 1.07 17.27 1.02 736.66 1.45 1.06 ----- ----- ----- ----- ----- ----- 1.06 17.30 1.02 736.66 1.45 1.06 ----- ----- ----- ----- ----- ----- 1.06 17.33 1.02 736.66 1.44 1.06 ----- ----- ----- ----- ----- ----- 1.06 17.37 1.01 736.65 1.43 1.05 ----- ----- ----- ----- ----- ----- 1.05 17.40 1.01 736.65 1.43 1.05 ----- ----- ----- ----- ----- ----- 1.05 17.43 1.00 736.65 1.42 1.04 ----- ----- ----- ----- ----- ----- 1.04 17.47 1.00 736.65 1.41 1.04 ----- ----- ----- ----- ----- ----- 1.04 17.50 1.00 736.65 1.41 1.03 ----- ----- ----- ----- ----- ----- 1.03 17.53 0.99 736.65 1.40 1.03 ----- ----- ----- ----- ----- ----- 1.03 17.57 0.99 736.65 1.39 1.03 ----- ----- ----- ----- ----- ----- 1.03 17.60 0.98 736.65 1.39 1.02 ----- ----- ----- ----- ----- ----- 1.02 17.63 0.98 736.65 1.38 1.02 ----- ----- ----- ----- ----- ----- 1.02 17.67 0.98 736.64 1.37 1.01 ----- ----- ----- ----- ----- ----- 1.01 17.70 0.97 736.64 1.37 1.01 ----- ----- ----- ----- ----- ----- 1.01 17.73 0.97 736.64 1.36 1.01 ----- ----- ----- ----- ----- ----- 1.01 17.77 0.96 736.64 1.35 1.00 ----- ----- ----- ----- ----- ----- 1.00 17.80 0.96 736.64 1.35 1.00 ----- ----- ----- ----- ----- ----- 1.00 17.83 0.95 736.64 1.34 0.99 ----- ----- ----- ----- - ----- ----- 0.99 17.87 0.95 736.64 1.33 0.99 ----- ----- ----- ----- ----- ----- 0.99 17.90 0.95 736.64 1.33 0.98 ----- ----- ----- ----- ----- ----- 0.98 17.93 0.94 736.63 1.32 0.98 ----- ----- ----- ----- ----- ----- 0.98 17.97 0.94 736.63 1.31 0.98 ----- ----- ----- ----- ----- ----- 0.98 18.00 0.93 736.63 1.31 0.97 ----- ----- ----- ----- ----- ----- 0.97 18.03 0.93 736.63 1.30 0.97 ----- ----- ----- ----- ----- ----- 0.97 18.07 0.93 736.63 1.29 0.96 ----- ----- ----- ----- ----- ----- 0.96 18.10 0.92 736.63 1.29 0.96 ----- ----- ----- ----- ----- ----- 0.96 18.13 0.92 736.63 1.28 0.96 ----- ----- ----- ----- ----- ----- 0.96 18.17 0.91 736.63 1.27 0.95 ----- ----- ----- ----- ----- ----- 0.95 18.20 0.91 736.62 1.27 0.95 ----- ----- ----- ----- ----- ----- 0.95 18.23 0.91 736.62 1.26 0.94 ----- ----- ----- ----- ----- ----- 0.94 18.27 0.90 736.62 1.25 0.94 ----- ----- ----- ----- ----- ----- 0.94 18.30 0.90 736.62 1.25 0.94 ----- ----- ----- ----- ----- ----- 0.94 18.33 0.89 736.62 1.24 0.93 ----- ----- ----- ----- ----- ----- 0.93 18.37 0.89 736.62 1.23 0.93 ----- ----- ----- ----- ----- ----- 0.93 18.40 0.88 736.62 1.23 0.92 ----- ----- ----- ----- ----- ----- 0.92 18.43 0.88 736.62 1.22 0.92 ----- ----- ----- ----- ----- ----- 0.92 18.47 0.88 736.61 1.21 0.91 ----- ----- ----- ----- ----- ----- 0.91 18.50 0.87 736.61 1.21 0.91 ----- ----- ----- ----- ----- ----- 0.91 18.53 0.87 736.61 1.20 0.91 ----- ----- ----- ----- ----- ----- 0.91 18.57 0.86 736.61 1.19 0.90 ----- ----- ----- ----- ----- ----- 0.90 18.60 0.86 736.61 1.19 0.90 ----- ----- ----- ----- ----- ----- 0.90 18.63 0.86 736.61 1.18 0.89 ----- ----- ----- ----- ----- ----- 0.89 18.67 0.85 736.61 1.17 0.89 ----- ----- ----- ----- ----- ----- 0.89 18.70 0.85 736.61 1.17 0.89 ----- ----- ----- ----- ----- ----- 0.89 Continues on next page... pond - 100 yr Hydrograph Discharge Table Page 7 Time Inflow Elevation Civ A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 18.73 0.84 736.61 1.16 0.88 ----- ----- ----- ----- ----- ----- 0.88 18.77 0.84 736.60 1.15 0.88 ----- ----- ----- ----- ----- ----- 0.88 18.80 0.83 736.60 1.15 0.87 ----- ----- ----- ----- ----- ----- 0.87 18.83 0.83 736.60 1.14 0.87 ----- ----- ----- ----- ----- ----- 0.87 18.87 0.83 736.60 1.13 0.87 ----- ----- ----- ----- ----- ----- 0.87 18.90 0.82 736.60 1.13 0.86 ----- ----- ----- ----- ----- ----- 0.86 18.93 0.82 736.60 1.12 0.86 ----- ----- ----- ----- ----- ----- 0.86 18.97 0.81 736.60 1.11 0.85 ----- ----- ----- ----- ----- ----- 0.85 19.00 0.81 736.60 1.11 0.85 ----- ----- ----- ----- ----- ----- 0.85 19.03 0.81 736.59 1.10 0.84 ----- ----- ----- ----- ----- ----- 0.84 19.07 0.80 736.59 1.09 0.84 ----- ----- ----- ----- ----- ----- 0.84 19.10 0.80 736.59 1.09 0.84 ----- ----- ----- ----- ----- ----- 0.84 19.13 0.79 736.59 1.08 0.83 ----- ----- ----- ----- ----- ----- 0.83 19.17 0.79 736.59 1.07 0.83 ----- ----- ----- ----- ----- ----- 0.83 19.20 0.78 736.59 1.06 0.82 ----- ----- ----- ----- ----- ----- 0.82 19.23 0.78 736.59 1.06 0.82 ----- ----- ----- ----- ----- ----- 0.82 19.27 0.78 736.59 1.05 0.82 ----- ----- ----- ----- ----- ----- .0.82 19.30 0.77 736.58 1.04 0.81 ----- ----- ----- ----- ----- ----- 0.81 19.33 0.77 736.58 1.04 0.81 ----- ----- ----- ----- ----- ----- 0.81 19.37 0.76 736.58 1.03 0.80 ----- ----- ----- ----- ----- ----- 0.80 19.40 0.76 736.58 1.02 0.80 ----- ----- ----- ----- ----- ----- 0.80. 19.43 0.76 736.58 1.02 0.79 ----- ----- ----- ----- ----- ----- 0.79 19.47 0.75 736.58 1.01 0.79 ----- ----- ----- ----- ----- ----- 0.79 19.50 0.75 736.58 1.00 0.79 ----- ----- ----- ----- ----- ----- 0.79 19.53 0.74 736.58 1.00 0.78 ----- ----- ----- ----- ----- ----- 0.78 19.57 0.74 736.57 0.99 0.78 ----- ----- ----- ----- ----- ----- 0.78 19.60 0.73 736.57 0.98 0.77 ----- ----- ----- ----- ----- ----- 0.77 19.63 0.73 736.57 0.98 0.77 ----- ----- ----- ----- ----- ----- 0.77 19.67 0.73 736.57 0.97 0.76 ----- ----- ----- ----- ----- ----- 0.76 19.70 0.72 736.57 0.96 0.76 ----- ----- ----- ----- ----- ----- 0.76 19.73 0.72 736.57 0.96 0.76 ----- ----- ----- ----- ----- ----- 0.76 19.77 0.71 736.57 0.95 0.75 ----- ----- ----- ----- ----- ----- 0.75 19.80 0.71 736.57 0.94 0.75 ----- ----- ----- ----- ----- ----- 0.75 19.83 0.70 736.56 0.94 0.74 ----- ----- ----- -- -- ----- ----- 0.74 19.87 0.70 736.56 0.93 0.74 ----- ----- ----- ----- ----- ----- 0.74 19.90 0.70 736.56 0.92 0.74 ----- ----- ----- ----- ----- ----- 0.74 19.93 0.69 736.56 0.92 0.73 ----- ----- ----- ----- ----- ----- 0.73 19.97 0.69 736.56 0.91 0.73 ----- ----- ----- ----- ----- ----- 0.73 20.00 0.68 736.56 0.90 0.72 ----- ----- ----- ----- ----- ----- 0.72 20.03 0.68 736.56 0.90 0.72 ----- ----- ----- ----- ----- ----- 0.72 20.07 0.68 736.56 0.90 0.72 ----- ----- ----- ----- ----- ----- 0.72 20.10 0.67 736.55 0.89 0.71 ----- ----- ----- ----- ----- ----- 0.71 20.13 0.67 736.55 0.89 0.71 ----- ----- ----- ----- ----- ----- 0.71 20.17 0.67 736.55 0.88 0.71 ----- ----- ----- ----- ----- ----- 0.71 20.20 0.67 736.55 0.88 0.70 ----- ----- ----- ----- ----- ----- 0.70 20.23 0.67 736.55 0.87 0.70 ----- ----- ----- ----- ----- ----- 0.70 20.27 0.67 736.55 0.87 0.70 ----- ----- ----- ----- ----- ----- 0.70 20.30 0.67 736.55 0.87 0.69 ----- ----- ----- ----- ----- ----- 0.69 20.33 0.66 736.55 0.86 0.69 ----- ----- ----- ----- ----- ----- 0.69 Continues on next page... 0 pond - 100 yr Hydrograph Discharge Table Page 8 Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 20.37 0.66 736.55 0.86 0.69 ----- ----- ----- ----- ----- ----- 0.69 20.40 0.66 736.55 0.86 0.69 ----- ----- ----- ----- ----- ----- 0.69 20.43 0.66 736.54 0.85 0.68 ----- ----- ----- ----- ----- ----- 0.68 20.47 0.66 736.54 0.85 0.68 ----- ----- ----- ----- ----- ----- 0.68 20.50 0.66 736.54 0.85 0.68 ----- ----- ----- ----- ----- ----- 0.68 20.53 0.66 736.54 0.85 0.68 ----- ----- ----- ----- ----- ----- 0.68 20.57 0.66 736.54 0.84 0.68 ----- ----- ----- ----- ----- ----- 0.68 20.60 0.66 736.54 0.84 0.68 ----- ----- ----- ----- ----- ----- 0.68 20.63 0.66 736.54 0.84 0.67 ----- ----- ----- ----- ----- ----- 0.67 20.67 0.66 736.54 0.84 0.67 ----- ----- ----- ----- ----- ----- 0.67 20.70 0.66 736.54 0.84 0.67 ----- ----- ----- ----- ----- ----- 0.67 20.73 0.66 736.54 0.84 0.67 ----- ----- ----- ----- ----- ----- 0.67 20.77 0.65 736.54 0.83 0.67 ----- ----- ----- ----- ----- ----- 0.67 20.80 0.65 736.54 0.83 0.67 ----- ----- ----- ----- ----- ----- 0.67 20.83 0.65 736.54 0.83 0.67 ----- ----- ----- ----- ----- ----- 0.67 20.87 0.65 736.54 0.83 0.66 ----- ----- ----- ----- ----- ----- 0.66 20.90 0.65 736.54 0.83 0.66 ----- ----- ----- ----- ----- ----- 0.66 20.93 0.65 736.54 0.83 0.66 ----- ----- ----- ----- ----- ----- 0.66 20.97 0.65 736.54 0.82 0.66 ----- ----- ----- ----- ----- ----- 0.66 21.00 0.65 736.54 0.82 0.66 ----- ----- ----- ----- ----- ----- 0.66 21.03 0.65 736.54 0.82 0.66 ----- ----- ----- ----- ----- ----- 0.66 21.07 0.65 736.54 0.82 0.66 ----- ----- ----- ----- ----- ----- 0.66 21.10 '0.65 -736.54 0.82 0.66 ----- ----- ----- ----- ----- ----- 0.66 21.13 0.65 736.54 0.82 0.66 ----- ----- ----- ----- ----- ----- 0.66 21.17 0.64 736.53 0.82 0.66 ----- ----- ----- ----- ----- ----- 0.66 21.20 0.64 736.53 0.82 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.23 0.64 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.27 0.64 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.30 0.64 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.33 0.64 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.37 0.64 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.40 0.64 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.43 0.64 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.47 0.64 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.50 0.64 736.53 0.81 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.53 0.64 736.53 0.80 0.65 ----- ----- ----- ----- ----- ----- 0.65 21.57 0.63 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.60 0.63 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.63 0.63 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.67 0.63 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.70 0.63 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.73 0.63 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.77 0.63 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.80 0.63 736.53 0.80 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.83 0.63 736.53 0.79 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.87 0.63 736.53 0.79 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.90 0.63 736.53 0.79 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.93 0.63 736.53 0.79 0.64 ----- ----- ----- ----- ----- ----- 0.64 21.97 0.63 736.53 0.79 0.63 ----- ----- ----- ----- ----- ----- 0.63 Continues on next page... C pond - 100 yr Page 9 Hydrograph Discharge Table Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 22.00 0.62 736.53 0.79 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.03 0.62 736.53 0.79 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.07 0.62 736.53 0.79 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.10 0.62 736.53 0.79 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.13 0.62 736.53 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.17 0.62 736.53 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.20 0.62 736.53 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.23 0.62 736.53 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.27 0.62 736.53 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.30 0.62 736.53 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.33 0.62 736.52 0.78 0.63 ----- ----- ----- ----- ----- ----- 0.63 22.37 0.62 736.52 0.78 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.40 0.61 736.52 0.78 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.43 0.61 736.52 0.78 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.47 0.61 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.50 0.61 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.53 0.61 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.57 0.61 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.60 0.61 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.63 0.61 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.67 0.61 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.70 0.61 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.73 0.61 736.52 0.77 0.62 ----- ----- ----- ----- ----- ----- 0.62 22.77 0.61 736.52 0.77 0.61 ----- ----- ----- ----- . ----- ----- 0.61 22.80 0.60 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 22.83 0.60 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 22.87 0.60 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 22.90 0.60 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 22.93 0.60 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 22.97 0.60 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 23.00 0.60 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 23.03 0.60 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 23.07 0.60 736.52 0.76 0.61 ----- ----- ----- ----- ----- ----- 0.61 23.10 0.60 736.52 0.75 0.61 ----- ----- ----- ----- ----- ----- 0.61 23.13 0.60 736.52 0.75 0.61 ----- ----- ----- ----- ----- ----- 0.61 23.17 0.60 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.20 0.60 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.23 0.59 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.27 0.59 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.30 0.59 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.33 0.59 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.37 0.59 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.40 0.59 736.52 0.75 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.43 0.59 736.52 0.74 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.47 0.59 736.52 0.74 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.50 0.59 736.52 0.74 0.60 ----- ----- ----- ----- ----- - ----- 0.60 23.53 0.59 736.51 0.74 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.57 0.59 736.51 0.74 0.60 ----- ----- ----- ----- ----- ----- 0.60 23.60 0.59 736.51 0.74 0.59 ----- ----- ----- ----- ----- ----- 0.59 Continues on next page... t pond - 100 yr Page 10 Hydrograph Discharge Table Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow (hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs 23.63 0.58 736.51 0.74 0.59 ----- ----- ----- ----- ----- ----- 0.59 23.67 0.58 736.51 0.74 0.59 ----- ----- ----- ----- ----- ----- 0.59 23.70 0.58 736.51 0.74 0.59 ----- ----- ----- ----- ----- ----- 0.59 23.73 0.58 736.51 0.73 0.59 ----- ----- ----- ----- ----- ----- 0.59 23.77 0.58 736.51 0.73 0.59 ----- ----- ----- ----- ----- ----- 0.59 23.80 0.58 736.51 0.73 0.59 ----- ----- ----- ----- ----- ----- 0.59 23.83 0.58 736.51 0.73 0.59 ----- ----- ----- ----- ----- ----- 0.59 23.87 0.58 736.51 0.73 0.59 ----- ----- ----- ----- ----- ----- 0.59 23.90 0.58 736.51 0.73 0.59 ----- ----- ----- ----- ----- ----- 0.59 23.93 0.58 736.51 0.73 0.59 ----- ----- ----- ----- ----- ----- 0.59 23.97 0.58 736.51 0.73 0.59 ----- ----- ----- ----- ----- ----- 0.59 24.00 0.58 736.51 0.73 0.58 ----- ----- ----- ----- ----- ----- 0.58 24.03 0.53 736.51 0.72 0.58 ----- ----- ----- ----- ----- ----- 0.58 24.07 0.43 736.51 0.71 0.57 ----- ----- ----- ----- ----- ----- 0.57 24.10 0.29 736.50 0.69 0.55 ----- ----- ----- ----- ----- ----- 0.55 24.13 0.17 736.49 0.65 0.53 ----- ----- ----- ----- ----- ----- 0.53 24.17 0.09 736.48 0.61 0.49 ----- ----- ----- ----- ----- ----- 0.49 24.20 0.03 736.47 0.56 0.45 ----- ----- ----- ----- ----- ----- 0.45 24.23 0.00 736.45 0.51 0.41 ----- ----- ----- ----- ----- ----- 0.41 24.27 0.00 736.44 0.46 0.38 ----- ----- ----- ----- ----- ----- 0.38 24.30 0.00 736.43 0.42 0.34 ----- ----- ----- ----- ------ ----- 0.34 24.33 0.00 736.42 0.38 0.31 ----- ----- ----- ----- ----- ----- 0.31 24.37 0.00 736.41 0.34 0.29 ----- ----- ----- ----- ----- =---- 0.29 24.40 0.00 736.40 0.31 0.26 ----- ----- ----- ----- ----- ----- 0.26 24.43 0.00 736.39 0.28 0.24 ----- ----- ----- ----- ----- ----- 0.24 24.47 0.00 736.39 0.26 0.22 ----- ----- ----- ----- ----- ----- 0.22 ... End SITE PLAN CHECKLIST The checklist below indicates all the information that needs to be submitted as part of the site plan application. All required information must be submitted priorto the final approval of any site plan. The Department of Planning and Development will review the application to ensure that it is complete. If any portion is not included or complete, the site plan application will not be accepted and returned to the applicant(s). Site Plan Package 1. One set of approved comment sheets are required from the following review agencies prior to final site plan approval. It is recommended that applicants contact the Department of Planning and Development to determine which review agencies are relevant to their site plan application. V irginia Department of Transportation (VDOT)`' tlDa�Ppartrnent Frederick County Sanitation Authority I�IrjIca, City of Winchester Department of Planning and Development Inspections Department +1I(-a' Frederick County Engineer (Public Works)lkl I) a, Frederick County Fire Marshal AI V" Department of Parks and Recreation 2. One copy of the Site Plan application 3. Five Copies of the Final Site Plan for approval 4. One reproducible copy of the Site Plan (if required) 5. A 35mm slide of the Site Plan (if required) Town of Middletown Airport Authority Soil & Water Conservation District Request for Street Name 8 SITE PLAN TRACKING SHEET Date: 7-K'- 1 File opened Reference Manual updated/number assigned D-base updated G / File given to Renee' to update Application Action Summary wkl CLOSE OUT FILE: Q_y Approval (or denial) letter mailed to applicant/copy made for file / File stamped "approved", "denied" or "withdrawn" Reference Manual updated _r"', D-base updated oq. oz File given to Renee' for final update to Application Action Summary U \CW0K0 nmon\Sne Plan Tracking wpd Revved 03/0" 1 e , r rj� 0 73 c t p�+cr C�C�p� Z.L(%) . Date Received From IL �- Address For y ]( oACCOUNT HOV + AMT OF ACCOUNT CASH O yJ AM PAID CHE BALANCE _ MONEY DUE --- (� ORDER 002341_ C, liars $ j"I, BOG COUNTY of FREDE ICK Department of Planning and Development 540/665-5651 FAX:540/665-6395 April 11, 2002 Mr. Randy Kepler, P.E. Greenway Engineering 151 Windy Hill Lane Winchester, VA 22602 RE: Faith Baptist Church; Site Plan #39-01; Property Identification Number (PIN) 86-A-72 Dear Mr. Kepler: The Frederick County Department of Planning and Development administratively approved the above - referenced plan on April 9, 2002. The site plan meets all requirements for development in the RA Zoning District. Currently, there are no adverse comments by any of the required review agencies; however, any future comments by these agencies should be addressed promptly. Below is a list of the primary improvements of this development: • Construction of a 11, 620-square-foot building for use as a gymnasium. • Construction of a 10,816-square-foot building for use as a sanctuary. • Construction of a 8,800-square-foot building for use as offices and classrooms. • Construction of additional parking spaces to total 290, including 11 handicapped spaces. I am providing you with three copies of the approved site plan. Please forward these to the appropriate representatives. Furthermore, please advise the owner that a copy should be kept for future reference and an approved copy must be kept on the construction site throughout the development process. Once site development is complete, the owner should contact this office to schedule an on -site inspection. This is required prior to the issuance of an occupancy permit by the Department of Building Inspections. Sincerely, ��,�,�.�`f V i-o-u Rebecca Ragsdale Planner I RAR/ch Enclosures cc: Robert Sager, Opequon District Supervisor em: Roger Thomas, Opequon District Planning Commissioner Rick Ours, Opequon District Planning Commissioner Jane Anderson, Real Estate U: %Rchccca1Siic P(nnslFaith RnprisllFnidiRnptistAppn•.upd 107 North Kent Street • Winchester, Virginia 22601-5000 GREENWAY ENGINEERING 151 Windy Hill Lane Winchester, Virginia 22602 Founded in 1971 T R A N S M I T T A L Project Name: Faith Baptist Clinrcli He No.: 2328 Date: April 5, 2002 To: FC Planning Attn: Rebecca Ragsdale Copied: From: Randy Kepler/ds GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 Remarks: UJ Urgent U For Your Review UJ As You Requested U- Please Comment Message: Rebecca, Attached is a copy of the e-mail sent to us from VDoT for the above project. Call with any concerns APR 0 8 2002 DEPT, OF PLANNING/DEVELOPMENT Engineers Surveyors Telephone 540-662-4185 FAX 540-722-9528 greenway a visuallink.com u n Randv Kepler From: Your Name [greenway@visuallink.com] Sent: Monday, April 01, 2002 9:17 PM To: rkepler@greenwayeng.com Subject: Fw: Faith Baptist Church / Route 641, Double Church Road /Shenandoah County ------------- Forwarded message follows ------------- This message is in MIME format. Since your mail reader does not understand this format, some or all of this message may not be legible. ATTENTION: MR. RANDY KEPLER We have received your site plan dated March 13, 2002 for the referenced project. Please advise the owner of our approval. Also please provide three sets of approved construction site plans with signed seal for VDOT distribution. sight distance should be provided at entrance onto Route 641. AADT of 2300 VPD (Year 2000) should be placed on plans. As per our telephone conversation of 03/25/02, please provide us a copy of the deed of dedication for this property. A copy of any/all recorded plats of dedication for drainage easements or additional right-of-way required for implementation of this proposed project should be provided to VDOT prior to issuance of any land use permits. Dedication should be made to the commonwealth of Virginia. Should you have any questions, do not hesitate to call. Philip A. Baker Hwy. Permits & subd. Specialist Sr. VDOT -- Edinburg Residency Permit & subdivision section 14031 Old Valley Pike Edinburg, VA 22824 (540) 984-5633 WebMail 1 0 COUNTY of FREDERICK Department of Public Works 540/665-5643 FAX: 54D/ 678-0682 January 24, 2002 Mr. Randy Kepler, P.E. Greenway Engineering 151 Windy Hill Lane Winchester, Virginia 22602 Re: Site Plan Comments - Faith Baptist Church Frederick County, Virginia Dear Randy: Upon review of the revised site plan dated January 7, 2002, all of our previous comments have been addressed. Therefore, we recommend approval of the subject site plan. If you have any questions, do not hesitate to contact me cc: Frederick County Planning and Zoning file Sincerely, Joe C. Wilder Civil Engineer MAR 1 5 ?00r OFPT. OF PLANNINGIOFVELOPMFNl' 107 North Kent Street • Winchester, Virginia 22601-5000 r, 4< NO. • 0 c :. 02 ---'e01 01: 43PM P2 • Request For Site Plan Comments Frederick t Ins ions Devartinent Mail to: Frederick County Inspections Dept.. .Attu: Building Official - 107 North Kent Street Winchester, VA 22601 (540) 665-5650 Hand delim to: 107 N. Kent Street Fourth Floor Winchester, VA (540) 665-5650 Please fill out the information as accurately as possible in order to assist the agency with their review. Please attach M (1) copy of the site plan with this sheet. Applicant: Name: _ Cireanway F,nginecriag Address: 151 Windy Hill Lane Winchester VA 22601 Phone Number. _ (540) 662-4185 Name of development anc or descripticn of the request: Faith Baptist Church Site Plan Location of property: 635 Double Church Road. Stcohens Cif Inspections Department's Comments: Catments are on the back of this form. 3 r GREENWAY ENGINEERIV 151 Windy Hill Lane Winchester, Virginia 22602 FaukW in 1971 TRANSMITTAL Project Name: Faith Baptist Church File No.: 2328 Date: January 11, 2002 To: FCSA Attn: John Whitacre From: Randy Keplerlds GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 Copied: Remarks: i Urgent U For Your Review r As You Requested r...4 Please Comment Message: John, Attached is 1 copy of the revised site plan per FCSA comments. Call with any concerns. WIIZ- 110L4 AY -,E-7• A o T* 5.46T5 . Is r5 /'a J A FYI, W, c -V/w w vw 7/L / SFyu X1,E-.' PRIAiTS NY .9,11 "NO a, -44 Engineers Surveyors Telephone 540-662-4185 FAX 540-722-9528 greenway@visuallink.com County of Frederick, Virginia FireQshal's Office Plansiew Comments Control number Date received Date reviewed Date Revised SP02-0001 1 /7/02 1 /15/02 1 /7/02 Applicant -� Project Name Faith Baptist Church Greenway Engineering Address 151 Windy Hill Lane City State Zip Applicant Phone Winchester i VA 22602 540-662-4185 Type Application Current Zoning Tax ID Number Election District Fire District I lRescue District Site Plan RA 86 A 72 Opequon 11 11 Automatic Sprinkler Syste Yes her recommendion Reccomendations Automatic Fire Alarm Syst Yes Requirements Residential Sprinkler Syste No Emergency Vehicle Access Roadway/Aisleway Width Hydrant Location[Siam-asp Adequate Adequate Adequate Not Identified Fire Lane Required iSpecial Hazards I Yes No Emergency Vehicle Access Commen Access Comments Fire Lanes as indicated on plan. I Frederick County Sanitation Authority may wish to adjust location of Fire Hydrant in front of proposed Sanctuary to island. This was discussed with John Whitacre of FCSA. Reviewed By Welsh, Timothy. L. Plan Approval Reecommended Yes SignitureeC\' Title J January 7, 2002 Fredrick County Department of Planning and Development 107 North Karl Street Winchester, VA 22601-5000 Atin: Rebecca Ragsdale Re: Faith Baptist Church Dear Ms. Ragsdale: We have revised the ]with Baptist Church plans to address comments received From Fredrick County planning and offer the following comments. 1. All sheets have been signed and scaled by a registered Virginia Professional fingineer. 2. All fire code improvements have been added to the site plan. 3. The only entrance to the site is from Double Church Road and the plans have been modified to show this entrance. The entrance is an existing one and has bccn surveyed as such. Dimensions can be obtained by scaling the drawing. 4. Road labels and posted speed limits have been added to the plans. A special detail has been added to sheet 5 of 6 to show the entrances of the church and Brandy Dune onto Double Church Road. 5. The existing church sign has already been shown on the plans and is labeled as such. It is not intended for a new sign to be added to this site. I lowever, a note has bccn added to (lie plan set stating that if a sign is to be added, a sign permit must be requested and approved prior to the installation of the sign. 6. This existing and future use will be as a church. At the present time, there is no intension for the property to be used as a year round schooling facility. Building uses are included on the plans. 7. The heights of the proposed buildings have already been includcd on the plan set. The heights of the existing buildings have been added for clarity. These changes should adequately address your issues regarding this project. One set of the modified plan set has been included with this re -submittal. We are presently awaiting approvals from Inspections, Public Works, the County Fire Marshal, and Frederick County Sanitation Authority. Comments have not been requested from the Virginia Department of Transportation since there has been no modification to the entrance reyuirinb 1c3r—ipiir�ival, n6� has conhmcnts bccn requesic�l from the Fredrick County I lcalth Department since there are no well or septic issues. As soon as we receive approvals from the above agencies we will forward the approval letters to your office along with 5 sets of the final site plan for approval. RECEIVE© JAN 0 7 ZOO? I" tg" t"`'`S S""'`•)'"'S DEPT.OFPLANNINGIDEVELOPMEN"I' File #2328/RLK/d1s li•Icl)honc 540-662-4185 FAX 540-72 2-`)528 �cw��� gt ccm��ayci tt;.ct>nt E If there are any questions or need for additional information please feel free to contact me. Sincerely, re"Way Lngineer'n Randy 11. Kepler, PE - Cc: Prod I Iudson — Faith Baptist Church Pile 112325/Rl.K/dls 0 COUNTY of FREDERICK Department of Public Works 540/665-5643 FAX: 540/ 678-0682 January 24, 2002 Mr. Randy Kepler, P.E. Greenway Engineering 151 Windy Hill Lane Winchester, Virginia 22602 Re: Site Plan Comments - Faith Baptist Church Frederick County, Virginia Dear Randy: Upon review of the revised site plan dated January 7, 2002, all of our previous comments have been addressed. Therefore, we recommend approval of the subject site plan. If you have any questions, do not hesitate to contact me Sincerely, Joe C. Wilder Civil Engineer cc: Frederick County Planning and Zoning file 107 North Kent Street - Winchester, Virginia 22601-5000 • 0 COUNTY of FREDERICK Department of Public Works 540/665-5643 September- 24, 2001 FAX: 540/678-0682 Mr. Randy Kepler, P.E. Greenway Engineering 151 Windy Hill Lane Winchester, Virginia 22602 Re: Site Plan Comments - Faith Baptist Church Frederick County, Virginia Dear Randy: Upon review of the subject site plan, we offer the following comments: 1. Provide a detail, profile and cross section of the proposed emergency spillway. 2. Verify the outlet protection dimensions in accordance with vesch standard 3.18. Provide supporting calculations for all outlets. There is a discrepancy between the pond profile rip rap outlet length and the scale dimension of the rip rap on sheet 4 of 6. 3. Clarify the dimensions of the proposed sediment basin riser and place elevations provided in the computations on the detail included on sheet 5 of 6. Highlight the note on the plan that the sediment basin and all erosion and sediment control measures need to be placed prior- to commencing site grading operations. 4. Use rock check dams in lieu of silt fence inlet protection. 5. Place the following notes on the plan: A. Obtain a land disturbance fi-om our office prior to commencing site grading operations. B. A mandatory on -site pre -construction meeting is required with the owners, contractor and our office. C. The responsible land disturber title block shown on sheet 5 of 6 shall be placed on the plans. Once these comments are addressed, submit two (2) copies of the site plan for further - review. If you have any questions, do not hesitate to contact me cc: file Sincerely, Joe C. Wilder Civil Engineer 107 North Kent Street - Winchester, Virginia 22601-5000 w COUNTY of F R EDERICK Department of Planning and Development 540/ 6i65-5651 FAX: 540/665-6395 September 18, 2001 Mr. Randy Kepler, P.E. Greenway Engineering 151 Windy Hill Lane Winchester, VA 22602 RE: Faith Baptist Church; Site Plan 439-01; Property Identification Number (PIN) 86-A-72 Dear Mr.Kepler: Thank you for the recent submission of the above -referenced site plan. I have completed a review of the plan and would like you to address a few issues in a revision. I have enclosed a red -lined copy of the site plan to clarify the concerns of staff. Please note the comments I have made below. Review Comments Engineer's Signature: Please remember to sign the engineer's seal on all pages of the final site plan. 2. Fire Code Improvements: Please provide the location of all improvements necessary to meet the fire code requirements; this includes fire hydrants, required bollards, and fire lanes. Entrance Details: Please show in entirety the location and dimension of all entrances to the site. On the site plan, you have only shown part of the entrance from Double Church Road. 4. Road Information: Please label Double Church Road. Please show Brandy Lane more clearly on the site plan, including its intersection with Double Church Road. Also, please provide the speed limit and right-of-way for both roads. 5. Signs: Please show the location and dimension of all existing and proposed signs. Please provide a statement that prior to the placement of any new signs on the property, a sign permit will be obtained from the Frederick County Inspections Department. Proposed Uses: Please clarify what the property will be used for. The only use you have specified is a church. Will there be a school that operates on other days of the week besides Sunday? Page 2 Randy Kepler, P.E. Re: Faith Baptist Church, Site Plan # 39-01 September 18, 2001 7. Building eight: Please provide the height of all buildings and structures. After you have revised the site plan, please resubmit one copy so that I may verify the information contained on the plan. I will then need all approved review agency comment sheets and five copies of the final site plan for approval. Comment sheets are required from the following agencies: Building Inspections Department Frederick County Engineer (Puhlic Works) Frederick County Fire Marshal Virginia Department of Trarrsporlalion (VDOT) Frederick County Sanitation Author•ily Frederick County Health Department If you have any questions concerning this review, please do not hesitate to contact me. Sincerely, ;I Rebecca Ragsdale Planner I RAR/rsa Enclosure UARcbe=\Sitc PlansTPaithBapChurch.wpd 0 • 1 9 3 4 5 SITE PLAN APPLICATION Department of"Planning and Development Use only. Date application received ` 6 0 ! ,"Application # Complete. Date of acceptance Incomplete. Date of return. . Project Title: Faith Baptist Church Location of Property 635 Double Church Road (street address) Stephens City VA 22655 Property Owner: Trustees of Faith Baptist Church Address: same as above Telephone: (540) 869-0497 Applicant/Agent Greenway Engineering Address 151 Windy Hill Lane, Winchester, VA 22602 Telephone: (540) 662-4185 Designer: Randy Kepler, P.E. Address: same as agent Telephone: Contact: Randy Kepler,P.E. 0 F9 LJ 6a. Is this a standard or 'minor' site plan? 6b. Is this an original or revised site plan? 7a. Total acreage of parcel to be developed 7b. Total acreage of parcel: 8. Property Information: a) Property Identification Number: b) Current Zoning: c) Present Use: d) Proposed Use: e) Adjoining Property Use(s) f) Adjoining Property Identification Number(s) g) Magisterial District(s) Standard X Minor Original X Revised 7.43 acres 14.122 acres 86-A-72 RA Church 'WTiiN Residential, Agricultural 86-A-75 86-A-74, 86-A-73, 86-A-79, 86-A-70 86-A-7213, 86-A-21 Opequon District I have read the material included in this package and understand what is required by the Frederick County Planning Department. I also understand that all required material will be complete prior to the submission of my site plan. Signature: Date: 5�r Z/ Z601 FAITH BAPTIST CHURCH 635 Double Church Road Stephens City, VA 22655 ADJOINING PROPERTY OWNERS: Tax Map # NAME ZONING 86-A-75 E.R. Neff Excavating, Inc RA -Residential 86-A-74 Harold C. Thomas, Jr RA -Residential 86-A-73 Sandra H. Conner 86-A-79 86-A-70 86-A-72B 86-A-21 RA -Residential Sam-Mag Properties LC & Samuel Smith RA -Agricultural Kenneth E. Wymer RA -Agricultural Kenneth E. Wymer RA -Agricultural Woodside Estates Subdivision RP -Residential Pile #3063/DLF/dls 0 It\ GREENWAY ENGINEERING \47 151 Windy Hill Lane Winchester, Virginia 22602 Founded in 1971 T R A N S M I T T A L Project Name: Faith Baptist Church File No.: 2328 Date: September 4, 2001 To: Frederick Co Planning From: Randy Kepler/ds Attn: Jeremy Camp GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 Copied: Remarks: r Urgent r7 For Your Review C As You Requested f Please Comn-;nt Message: Jeremy, Attached is the site plan application for the above project. The application fee check and copies of the site plan have previously been delivered to your office. Call with any concerns. cr U4Z001 'CPT. OF PLANNING DEVELOPMENT Engineers Surveyors Telephone 540-662-4185 FAX 540-722-9528 greenway@visuallink.com /tN GREENWAY ENGINEERING k47 151 Windy Hill Lane Winchester, Virginia 22602 Fouruled in 1971 T R A N S M I T T A L Project Name: Faith Baptist Church File No.: 2328 Date: August 29, 2001 To: Frederick Co Planning From: Randy Kepler/ds Attn: Copied: GREENWAY ENGINEERING Phone: 540-662-4185 Fax: 540-722-9528 Remarks: C- Urgent C! For Your Review 17 As You Requested Cal Please Comment Message: Attached are the following for the above project: -2 copies of the site plan -2 copies of the stormwater management computations Call with any concerns. ' � � 'C E tl V AUG 2 9 2001 1EPT, OF PLANNING/DEVELOPMENT Engineers Surveyors Telephone 540-662-4185 FAX 540-722-9528 greenway@visuallink.com