Flood routing - 1998-05


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Flood routing - 1998-05

Material Information

Title:
Flood routing - 1998-05
Publication Date:
Language:
English
Physical Location:
Box 2

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Subjects / Keywords:
Ranchers -- Law and legislation -- Florida
Okeechobee, Lake (Fla.) ( lcsh )

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Source Institution:
University of South Florida
Holding Location:
University of South Florida
Rights Management:
The University of South Florida Libraries believes that the Item is in the Public Domain under the laws of the United States, but a determination was not made as to its copyright status under the copyright laws of other countries. The Item may not be in the Public Domain under the laws of other countries.
Resource Identifier:
035069031 ( ALEPH )
981477171 ( OCLC )
L41-00029 ( USFLDC DOI )
l41.29 ( USFLDC Handle )

USFLDC Membership

Aggregations:
University of South Florida
Lorida

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PAGE 1

Flood routing Haynes Williams PP.OJ&CT NAM • Haynes Williams Block 1 P.&VI&W&P. • • • : To Visser For Ag &ng PA PP.OJ&CT NUHB&P. -Block l TH ROUTING IS COHPL&T& WH&N TH DISCHAP.G& FOR BASIN 2 IS P.&OUC&D TO 2. 50CFS • • • •• • • •• • • •••• • • • • • • • BASIN 1 • • • • • • • • • •• • • • • • • AR&A -294.80 ACP.&S GROUND STOAAGE: 1 . 00 INCHES TIH& ST&P -12. 00 HOURS TIHE: OF CONCE:NTAATION -l. 71 HOURS P.&TURN FR&QU&NCY l O. 00 YEARS AAINFALL DISTRIBUTION 3-DAY STAG STORAGE (FT) (AF) 64 .00 .oo 65.00 .10 66.00 2.50 67.00 105. 50 68.00 353. 50 • • •• • • • • • • • • • •• • • • • • • • BASIN 2 • • • • • • • • • • • • • • • • • AREA -34 .20 ACRES GROUND STOAAGE: - • 10 INCHES TIH& ST&P -12.00 HOURS TIHE: OF CONCNTAATION - • 30 HOURS RETURN f"R&QU&NCY -10.00 YEARS AAINFALL DISTRIBUTION 3-DAY STAG STORAGE (FT) (AF) 66.00 .oo 68.00 3.00 69.00 34. 20 12.00 136.80 DISCHARGE: STRUCTURE: INFORMATION W&IR 24-HOUR AAINFALL -5.00 INCHES 24-HOUP. AAINFALL -5. 00 INCHES STRUCT NO. PIP SLOPE: (I) DIAH&T&R ROUGHNESS LENGTH WE:IP. CREST W&IR LENGTH H&AD INV&P.T TAIL INVERT (FT) (FT) TYP/LV STRUCTURE IS A PUMP; S PUMP TABLE .000 1.5 .024 40.00 DP.OP / 70.00 .000 1.5 .024 40.00 DROP / 71. 70 BLDP. INFORMATION 4 .71 4.Jl OP.IFIC& V-NOTCH STP.UCT NO. BLDP. DIAMETER INVERT AREA ANGLE INVERT TYPE OR WIDTH ELEVATION ELEVATION (FT) (FT-NGVD) (FT2) ( DEG I ( FT-NGVD) NO BLDP. INCWD&D IN STRUCTURE CIRCLE • 9 6B. 0 • 7 NO BLDR INCWDED IN STRUCTURE PUMP NO. PUMP ON LV1'TION (FTI 67 .00 PUMP OFF ELEVATION !FE:&T) 66.00 TIM (HP.) ST1'G I FT-NGVD) --.0-0-50.00 80.00 1000.00 SUHH1'P.Y P.&POP.T 68.00 69.00 68.00 68. 00 PUMP TABLE PUHP DISCHARGE (GPH) 2000.00 DISCHARGES FROM BP.SIN OFFSIT P.CIVING WATER TO BASIN &L&VATION 65.50 65. 50 TOP LVATION (FT-NGVD) INSTANT. RUNOFF &L&VATION 65. 50 65. 50 INSTANT. B1'SIN 2 TO B"5IN 3 BASIN 2 TO B"5IN l TIH STRUCT BASIN CUMULATIVE RAINFALL (INCHES) CUHULATIV& RUNOFF RUNOFF HYDP.OGRAPH DISCHARGE: STAG FROM TO STRUCTURE (HP.I NO NO ( INCHES) (CFS) (CFS) (CFS) (FT) CONTROL . 0 . o . o .o . 0 .00 64 .00 . 0 .o .o • 0 .00 66.00 .o .0 .0 • 0 .00 66. 00 12. 0 . 4 .0 .z. 4 l. 7 .00 65. 09 NO FLOW . 4 . 3 1.0 1.0 -1. 65 67. 30 BLEEDER . 4 • 3 l.O I. 0 .00 61. 30 NO FLOW OFFS IT STAG rs 68. 24 FT . NGVD Page 1 of 11 Signed & Sealed ............................. .

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Flood routing Haynes Williams 24. 0 ."1 . 2 5 .2 4. 9 .00 66. 01 NO FLOW . 1 . 6 1.0 1.0 -2. 21 68. 06 BLEEDER 2 . 1 . 6 1.0 1.0 .00 ,;e. 06 NO FLOW OFFSITE STAG IS 68. 48 FT.NGVD .: 36.0 1.) . 5 10.1 9. 8 .00 ,;6 . 09 NO FLOW 1.) 1. l 1.5 1.5 -2. 50 68. 18 BLEEDER 1.) 1.1 1.5 1.5 .00 68. 18 NO FLOW OFFSITE STAG IS 68. i2 FT.IIGVD 48. 0 1.8 1.0 11. 2 11.l .00 66.19 NO FLOW 1.8 1. 1 1.5 1.5 -2. 14 68. )2 BLEEDER 1.8 1. 1 1.5 1.5 .00 68.32 NO FLOW OFFSITE STAGE IS 68. 96 FT.NGVD 60.0 l 5 .1 4. 0 912. 4 JOO. 9 .oo 66. 52 NO FLOW 2 5. l 5. 0 116. 2 96. 6 -. 82 68. 61 BLEEDER 2 5 .1 5 . 0 116.2 96. 6 .00 68. 61 NO FLOW OFFSITE STAGE IS 68. 61 FT.NGVD PUHP l "ON .. AT 62. 88 HOURS 12.0 l 6.8 5 . 1 16. 6 18.9 4 . 46 61.12 PUMP 2 6.8 6 . 1 2. 0 2 .1 2 . 10 68. 89 BLEEDER 2 6.8 6 . 1 2 . 0 2.1 .00 68. 89 NO FLOW OFFSITE STAGE IS 68. 27 FT.NGVD 84 .o 6.8 5 . 7 .0 .o 4. 46 67.11 PUMP 6.8 6 . 7 .o . o 3.30 68. 94 BLEEDER 6 . 8 6. 7 .o .o .00 68. 94 NO FLOW 96.0 l 6 . 8 5. 7 . o .o 4. 46 61.09 PUMP 2 6. 8 6 . 1 .o .o ). 36 68. 97 2 BLEEDER 2 6. 8 6 . 1 . 0 .o .00 68. 97 2 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 108. 0 l 6. 8 5. 7 .0 .0 4. 46 67. 07 PUMP 2 6 . 8 6 . 1 .o .o 3. 42 69. 01 BLEEDER 2 6.8 6. 7 .0 . o .oo 69. 01 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVO 120.0 l l 6.8 5. 7 . o .o 4. 46 67 .06 PUMP 2 2 6.8 6. 7 .0 .o 3. 47 69.03 BLEEDER 3 2 6.8 6.1 .o .0 .00 69.03 NO FLOW OFFSITE STAGE IS 68.00 FT. NGVD 132. 0 l l 6.8 5. 1 .o .o 4. 46 67 .04 PUMP 2 2 6.8 6. 7 .o .o 3. 52 69.06 BLEEDER 3 2 6.8 6. 7 .o .o .00 69.06 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 144 .o l l 6.8 5. 7 .o .o 4. 46 67.02 l PUMP 2 2 6 . 8 6 . 7 .0 .0 3.56 69.09 2 BLEEDER 2 6.8 6. 7 .o .o .oo 69.09 2 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 156.0 l l 6. 8 5. 7 .o .o 4. 46 67.00 PUMP 2 2 6. 8 6. 7 .o .o 3 . 60 69.11 BLEEDER 3 2 6.8 6 . 1 .0 .0 .00 69.11 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVO 168. 0 l 6 . 8 5. 7 .o .o 4. 46 66. 97 PUMP 2 6.8 6.1 . o .o 3. 64 69.14 BLEEDER 2 6.8 6.1 .o .o .00 69.14 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 180.0 l 6.8 5. 1 .o .o 4.46 66. 92 PUMP 2 6.8 6. 7 . o .0 3. 68 69. 16 BLEEDER 2 6.8 6. 7 .o .0 .00 69. 16 NO FLOW OFFSITE STAGE IS 68.00 FT. NGVD 192.0 6.8 5. 1 .0 . o 4 . 46 66.88 PUMP 6.8 6. 7 . o .o 3. 71 69.18 BLEEDER 2 6.8 6 . 7 .0 .0 .oo 69.18 NO FLOW OFFS IT STAGE IS 68.00 FT.NGVD 204. 0 l 6.8 5 . 7 .0 . o 4. 46 06. 84 l PUMP z 6. 8 6 . 1 . o .0 l. 75 69. 20 z BLEEDER z 6 . 9 6 . 7 . o . 0 .00 69. 20 2 NO FLOW OFFSITE STAGE IS 68 .00 FT . NGVD 216.0 l 6 . 8 5 . 1 .o .0 4. 46 60. 19 PUMP 2 6 . 8 6. 1 .0 . 0 l. 78 69. 22 BLEEDER 2 6 . 8 6 . 7 .0 .o .00 69. 22 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD Page 2 of 11 Signed & Sealed ............................. .

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Flood routing Haynes Williams 228. 0 6. 8 5 . 7 . o .0 4. 46 66. 75 PUMP 6 . c3 6 . 7 .0 . 0 l .Bl 69. 24 BLDR 2 6. 8 ,; . 7 .0 .0 .00 69. 24 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 240. 0 6 . 8 ; . 7 . 0 . 0 4. 46 66. 11 PUMP 2 6. 8 .; . 7 .0 . o l .BJ 69. 26 BLEEDER 2 6. 8 ,; . 7 . 0 . 0 .00 69. 26 NO FLOW OFFSIT STAG IS 68.00 FT .NGVD 252 . o 6. 8 5 . 7 . 0 . 0 4. 46 66. 67 PUMP 6. 8 ,; . 7 . 0 . o l. 86 69. 28 BLEEDER 6.8 6. 7 . 0 .o .oo 69. 28 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 264.0 l 6. 8 5 . 7 .0 .o 4 .46 66. 62 PUMP 2 6.8 6. 7 .0 .o 3. 89 69. 30 BLEEDER 2 6.8 6. 7 .0 .o .00 69. 30 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 276.0 1 l 6.8 5. 7 . o .0 4 .46 66. 58 PUMP 2 2 6.8 6. 7 .0 . 0 3. 91 69. 31 BLEEDER 2 6.8 6 . 7 .0 . 0 .00 69. 31 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 288.0 l 6.8 5 . 7 .o . o 4. 46 66. 54 PUMP 2 6. 8 6. 7 .0 .0 l. 93 69.33 BLEEDER 2 6.8 6. 7 . o .o .oo 69.33 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 300.0 6. 8 5 . 7 .o . 0 4. 46 66. 49 PUMP 6 . 8 6 . 7 .0 .0 3. 96 69. 34 BLEEDER 6 . 8 . 6 . 7 .0 .0 .oo 69. 34 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVO 312.0 6. 8 5 . 7 .0 .0 4 .46 66. 45 PUMP 6.8 6. 7 .0 . o 3. 98 69. 36 BLEEDER 2 6.8 6. 7 . o . 0 .00 69. 36 NO FLOW OFFSITE STAG IS 68.00 FT.NGVD 324 .o 1 6.8 5. 7 .0 . o 4. 46 66. PUMP 2 6.8 6 . 7 .0 .0 4 .oo 69.37 BLEEDER 2 6.8 6 . 7 .0 .0 .00 69. 37 NO FLOW OFFSIT STAGE IS 68.00 FT.NGVO 336.0 1 6.8 5 . 7 .0 .o 4. 46 66. 36 POMP 2 6.8 6 . 7 . 0 .0 4 .02 69. 38 BLEEDER 2 6.8 6. 7 . o .0 .oo 69. 38 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 348.0 1 6.8 5 . 7 .0 .o 4 .46 66.32 PUMP 2 6.8 6. 7 .o .0 4 .OJ 69. 40 BLEEDER 2 6.8 6. 7 .o .o .00 69. 40 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVO 360.0 l 1 6.8 5 . 7 .0 . o 4 . 46 66. 28 PUMP 2 2 6.8 6. 7 .0 .o 4 .05 69. BLEEDER 3 2 6 . 8 6. 7 . 0 .0 .00 69. NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 372.0 1 6.8 5. 7 .o .o 4 .46 66.24 2 PUMP 2 6.8 6. 7 .0 . o 4 .07 69. 42 3 BLEEDER 2 6.8 6 . 7 .0 .o .00 69. 42 1 NO FLOW OFFSITE STAGE ts 68.00 FT.NGVO 384 . o 6.8 5 . 7 .0 .0 4. 4 6 66. 19 PUMP 6.8 6 . 7 .0 .0 4.08 69. 43 BLEEDER 2 6.8 o. 7 .0 . o .00 69. 4l NO FLOW OFFSIT STAGE IS 68.00 FT.NGVD 396. 0 6.8 5. 7 .o .0 4 . 46 66.15 PUMP 6. 8 6 . 7 .0 .0 4 . 10 69. 44 BLEEDER 2 6.8 o . 7 . o . o .00 69. 44 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVO 408. 0 6.8 5. 7 .0 .o 4 . 46 66. 11 PUMP 6.8 6. 7 .0 .o 4. 11 69. 45 BLEEDER 6.8 o. 7 . 0 . o .00 69. 45 NO FLOW OFFSIT STAG IS 68.00 FT.NGVD 420. 0 l 6. 8 5 . 7 . 0 .o 4. 46 66.06 PUMP 2 6.8 6 . 7 . 0 .0 4. l l 69. 46 BLEEDER 2 6 .8 o. 7 . o .o .00 69. 46 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 432.0 l 6. 8 5. 7 . 0 .0 4. 4o 66. 02 PUMP 2 6 . 8 6. 7 . o .0 4 . 14 69.47 BLEEDER 2 6. 8 o . 7 . 0 .0 .00 69.47 NO FLOW OFFSITE STAG IS 68. 00 FT.NGVD Page 3 of 11 Signed & Sealed ..............................

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Flood routing Haynes Williams PUHP l "OFF" AT 437. 95 HOURS 444 .0 6 . 8 5 . 7 . 0 .o .00 66. 00 NO FLOW 6 . 8 6 . 1 .0 .o 4 .06 69. 42 BLEEDER 2 6. e 6 . 1 . 0 . o .00 69. 42 NO FLOW " OFFS IT STAG IS 68. 00 FT. NGVD 456. 0 l 6 . e 5 . 1 .0 .o .00 66. 00 NO FLOW 2 6 . 8 6 . 1 . 0 . o l.89 69. JO BLEEDER 2 6 . e 6. 7 .o .o .00 69. JO NO FLOW OFFSITE STAG IS 68.00 FT. NGVD 468. 0 l 6. 8 5. 7 .0 .o .00 66.00 NO FLOW 2 6. 8 6 . 7 .0 .o J.72 69.19 3 BLEEDER 2 6. 8 6. 7 .o .o .00 69.19 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 480.0 6. B 5. 7 .0 .o .00 66.00 1 NO FLOW 6.8 6 . 7 . 0 .o l .55 69.08 2 BLEEDER 6. B 6 . 7 .0 . 0 .00 69.08 2 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 492. 0 6. B 5 . 7 . o .0 .00 66.00 l NO FLOW 6 . B 6 . 7 . 0 .o J. 38 68. 98 2 BLEEDER 2 6.8 6. 7 .0 .o .00 68. 98 NO FLOW OFFSITE STAGE IS 68 .00 FT.NGVD 504 .o 6. B 5. 7 .o .0 .00 66.00 NO FLOW 2 6. B 6. 7 .0 .o 3 .20 68. 88 BLEEDER 2 6 .8 6 . 7 .o .o .00 68. BB NO FLOW OFFSITE STAGE IS 68.00 FT.NGVO 516.0 6. 8 5 . 7 .0 .o .00 66. 00 NO FLOW 6 . 8 6. 1 .0 .o 3 .01 68. 78 BLEEDER 2 6. B 6. 1 .0 .o .00 68. 78 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 528 .o 1 6. B 5. 7 .0 .o .00 66.00 NO FLOW 2 6 . B 6. 7 . o .0 2.83 68. 69 BLEEDER 2 6 . B 6. 7 .0 .o .00 68. 69 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 540.0 6 . 8 5. 7 .0 .o .00 66.00 NO FLOW 6. B 6. 7 . o .0 2 .64 68. 60 BLEEDER 2 6 . e 6. 7 .o .o .00 68.60 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD STRUCTURE PEAK TIHE PEAK TIHE NO. DISCHARGE OF STAGE OF (CFS) QPEAJ< (FT-NGVD) HPEAK 4. 5 62.9 67. l 74. 4 4. l 438 .0 69. 5 438.0 .o .o 69.5 438 .o BASIN TOTAL TOTAL TOTAL FINAL FINAL FINAL NO. INFLOW RUNOFF OUTFLOW TIHE STAGE STORAGE (AC-FT) (AC-FT) (AC-FT) (HOURS) (FT-NGVDl (AC-FT) .oo 140.69 138. 18 549.21 66.00 2.50 138. lB 19.03 137. 44 549.21 68. 54 19. 73 Page 4 of 11 Signed & Sealed ............................. .

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Flood routing Haynes Williams SANTA BARBARA METHOD USED FOR ROUTING PROJECT NAM • Haynes Williams Block 2 REVIEWER . . . : Tom Visser tor Aq Enq PA PROJECT NUMBER -Block 2 TH ROUTING IS COMPLETE WHEN TH DISCHARGE FOR BASIN 2 IS REDUCED TO 1. 75CfS • • • • • • • • • •• • • • • • • • • • • • BASIN 1 • • • • • • • • • •• • • • • •• GROUND STORAGE -l. 00 INCHES AREA -210.00 ACRES TIM STEP -12. 00 HOURS TIHE Of CONCENTRATION -1.80 HOURS RETURN FR&OUENCY -10.00 YEARS RAINFALL DISTRIBUTION : 3-DAY STAG STORAGE (M') (Af) 64 .oo .00 65.50 5. 30 66.00 17.13 66. 50 66. 33 61.00 142.33 • •••• •••• •••• ••••••••• BASIN 2 • •• • • •• •• • • •••••• AREA -35. 90 ACRES T IHE STEP -12. 00 HOURS RETURN FREQUENCY -10. 00 YEARS STAGE STORAGE (M') (AF) 68.00 .00 68.50 17. 90 69.00 35. 90 10.00 71.80 72 .00 143. 60 PIPE GROUND STORAGE - • 10 INCHES TIHE Of CONCENTRATION - • 15 HOURS RAINFALL DISTRIBUTION : 3-DAY DISCHARGE STRUCTURE INFORMATION WEIR 24-HOUR RAINFALL -5. 00 INCHES 2 4-HOUR RAINFALL -5. 00 INCHES STRUCT NO. SLOPE OIAHETER ROUGHNESS LENGTH IIEIR CREST WEIR LENGTH HEAD INVERT TAIL INVERT ( '~I (M') (M'I TYPE/ELEV ELEVATION ELEVATION STRUCTURE IS A PUHP; SEE PUHP TABLE .000 1.5 .024 40 .00 DROP 69.50 .000 l. 5 .024 40 .00 DROP / 70.10 BLEEDER INFORMATION ORIFICE V-NOTCH 4.11 4. 11 STRUCT BLEEDER DIAMETER INVERT AREA ANGLE INVERT TOP 65.50 65.50 NO. TYPE OR WIDTH ELEVATION ELEVATION ELEVATION (M') (M'-NGVD) (M'2) (DEG) (M'-NGVD) (M'-NGVD) NO BLEEDER INCWDED IN STRUCTURE CIRCLE .8 68. 0 • 5 NO BLEEDER INCWDED IN STRUCTURE PUHP TABLE PUMP PUMP ON PUHP OFF PUHP Dl~HAI\GES NO. ELEVATION ELEVATION DISCHARGE FROM TO TIHE(HR) .00 50.00 80.00 1000 .00 (FEET) (FEET) 65.50 64. 50 STAGE ( FT-NGVD I 68.00 69.00 68.00 68.00 (GPH) BASIN BASIN 1800. 00 OffSITE RECEIVING WATER Page 5 of 11 65. 50 65. 50 BASIN 2 TO BASIN 3 BASIN 2 TO BASIN l Signed & Sealed ..

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Flood routing Haynes Williams SUMMARY REPORT CUMULATIVE CUHULATIV INSTANT. RUNOFF INSTANT. TIM STRU<;tr BASIN RAINFALL RUNOFF RUNOFF HYDROGAAPH DISCHARGE STAG FROH TO STRUCTURE IHRl NO NO ( INCHES I (INCHES) (CFS) (CFS) (CFS) (FT) CONTROL .o . 0 . o .o . 0 .00 64. 00 .o . o . 0 . 0 .00 68 .00 . o . o . 0 . o .00 68.00 12 .o . 4 .o 1.1 1.2 .00 64 .06 NO FLOW . 4 • 3 1.0 1.0 -. 94 68. 04 BLEEDER • 4 • 3 1.0 1.0 .00 68 . 04 NO FLOW OFFSIT STAG IS 68. 24 FT . NGVD 24 . o . 1 • 2 3 . 1 3.5 .oo 64. 16 NO FLOW • 1 . 6 1.1 1.1 -1.49 68. 10 BLEEDER 2 .1 . 6 1.1 1.1 .00 68 .10 NO FLOW OFFSIT STAG& IS 68. 48 FT. NGVD PUMP 1 "OH "AT 30.08 HOURS 36.0 1. 3 .5 1. 2 1.0 4 .01 65. 55 PUMP 1. 3 1.1 1.6 1. 6 -1. 61 68. 24 8L&D&R 2 1.3 1.1 1. 6 1.6 .00 68. 24 NO FLOW OFFSIT STAG& IS 68. 12 FT. NGVD 48.0 l 1.8 1.0 8 . o 1. 9 4 .01 65. 69 1 PUMP 2 1.8 1.1 1. 6 1. 6 -1. 13 68. 45 2 BL&D&R 2 1.8 . 1.1 1. 6 1.6 .oo 68. 45 2 NO FLOW OFFSIT STAG& IS 68. 96 FT.NGVD 60.0 5 . 1 4.0 692 . 1 206.1 4 .01 66.12 PUMP 5. l 5.0 121.9 118. 0 . 95 68 . 82 BL&DR 2 5. l 5 . 0 121.9 118.0 .00 68 .82 NO FLOW OFFSIT& STAGE IS 68. 67 FT.NGVD 12.0 1 1 6 . 8 5. 1 11.8 13. 6 4 .01 66. 62 PUMP 2 2 6 . 8 6. 7 2.1 2.2 2.11 69.07 BLEEDER 3 2 6. 8 6 . 7 2. 1 2.2 .00 69.01 NO FLOW OFFSIT STAGE IS 68. 21 FT. NGVD 84 .o 1 1 6.8 5. 7 . o .0 4 .01 66. 61 PUMP 2 2 6 . 8 6.1 .0 .0 2. 55 69.11 BLEEDER 3 2 6 . 8 6.1 .0 .o .oo 69.11 NO FLOW OFFSIT STAG IS 68. 00 FT. NGVD 96.0 1 6. 8 5 . 7 . o .o 4 .0l 66. 58 PUMP 2 6.8 6 . 7 .0 .o 2. 60 69.15 BLEEDER 2 6.8 6.1 .o .o .00 69. 15 NO FLOW OFFSIT STAG IS 68.00 FT.NGVO 108.0 1 1 6 . 8 5 .1 . o .o 4 .01 66.55 PUMP 2 2 6.8 6. 7 .o .o 2 . 64 69.19 BLEEDER 3 2 6.8 6.1 .o .o .00 69.19 NO FLOW OFFSITE STAGE IS 68. 00 FT.NGVO 120.0 l l 6.8 5. 7 .o .o 4 .01 66. 53 PUMP 2 2 6 . 8 6. 7 . o .o 2. 68 69. 23 BLEEDER 3 2 6.8 6.7 .o .o .oo 69. 23 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVO 132.0 l 6 . 8 5.1 .o .o 4 .01 66. so PUMP 2 6 . 8 6.1 .o .o 2 . 72 69.26 BLEEDER 2 6 . 8 6.1 .o .0 .oo 69. 26 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 144 .o l l 6 . 8 5. 7 . 0 .o 4 .0l 66. 46 PUMP 2 2 6 . 8 6. 7 .o .o 2 . 16 69. 30 BLEEDER 3 2 6.8 6.1 .0 . o .oo 69. 30 NO FLOW OFFSIT STAGE IS 68 .00 FT.NGVD 156.0 l 6. 8 5. 7 .o . o 4.01 66. 42 PUMP 2 6. 8 6. 7 . o . o 2. 79 69. 33 BLEEDER 2 6. 8 6. 7 .o .0 .00 69. 33 NO FLOW OFFSITE STAGE IS 68 .00 FT.NGVD 168 . o 6 . 8 5 . 7 .o . o 4 .0l 66. 38 PUMP 6. 8 6.1 .0 . o 2 .83 69. 37 BLEEDER 6 . 8 6 . 1 .0 .o .00 69. 37 NO FLOW OFFSITE STAGE IS 68 .oo FT.NGVD 180.0 6. 8 5. 7 .0 .o 4 . 01 66. 34 PUMP 6 . 8 6 . 7 .0 . o 2 .86 69. 40 BLEEDER 2 6. 8 6 . 7 .0 . 0 .00 69. 40 NO FLOW OFFSITE STAGE IS 68.00 FT. NGVD Page 6 of l l Signed & Sealed.

PAGE 7

Flood routing Haynes Williams 192. 0 l; .P. 5 . 7 . 0 . 0 4 .01 66. JO PUMP .; • 8 6. 7 . o . 0 2 . 89 69. 4J BLEEDER i;. 8 6. 7 . o . 0 .00 69. 43 NO n.ow OFFSITE STJ.GE IS 68. 00 FT. NG'JD 204. 0 ;;.P. 5 . 7 .0 . o 4 .01 ..;.; • 2-5 PUMP 1;. fl 6. 7 . 0 . 0 2 . 92 ,j9. 4'> BLEEDER 6. D, 6 . 7 . 0 . o .00 65. H NO FLOW OFFSITE STAGE IS 68. 00 FT.NGVD 216. 0 l 6. e 5. 7 .0 .0 4 . O l 66. 2 l PUMP 2 6 . 8 6 . 7 .0 . o 2 . 95 69. 49 BLEEDER 2 6. 8 6 . 7 . 0 .0 .00 69. H NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 228 .o 1 6. 8 S. 7 .o .0 4.01 66. 17 PUMP 2 6. 8 6. 7 .0 .o 3. 03 69. 52 WEIR 2 6 . 8 6. 7 .o .o .00 69. 52 NO FLOW OFFSITE STAGE IS 68. 00 FT.NGVD 240. 0 6.8 S. 7 . o .o 4. 01 66.13 PUMP 6.8 6. 7 .o . o 3 .18 69. 54 WEIR 6. 8 6. 7 .o .0 .00 69. 54 NO FLOW OFFSITE STAGE IS 68. 00 FT.NGVD 252. 0 6.8 S . 7 . o .0 4 . 01 66.09 PUMP 6.8 6. 7 .o . o 3 .33 69. 56 WEIR 6 . 8 6 . 7 .0 .o .00 69. 56 NO FLOW OFFSITE STAGE IS 68. 00 FT.NGVD 264 .0 6. 8 5. 7 .0 . o 4 .01 66. 05 PUMP 6.8 6 . 7 .o .o l. 48 69. 58 WEIR 2 6.8 6. 7 .o .0 .00 69. 58 NO FLOW OFFSITE STAGE IS 68. 00 FT.NGVD 276.0 1 l 6. 8 s. 7 .0 .o 4 . 01 1i6.0l PUMP 2 6. 8 6. 7 .0 .0 3.60 69. 59 WEIR 2 6. 8 6 . 7 .o .0 .oo 69. 59 NO FLOW OFFSITE STAGE IS 68. 00 FT.NGVD 288. 0 6.8 S. 7 .0 . 0 4 .01 65. 88 PUMP 6 . 8 6. 7 .o .o 3. 70 69. 60 WEIR 2 6. 8 6 . 7 .o .0 .oo 69. 60 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 300. 0 1 6. 8 S . 7 .0 .0 4 . 01 65.72 PUMP 2 6. 8 6. 7 .o .0 ). 77 69. 61 WEIR 2 6. 8 6 . 7 .0 .0 .oo 69. 61 NO n.ow OFFSITE STAGE IS 68. 00 FT.NGVD 312 .o 1 6 . 8 s. 7 .0 . o 4 .01 65. 56 PUMP 2 6.8 6. 7 .0 .o 3.83 69. 62 WEIR 2 6.8 6. 7 .o .o .00 69. 62 NO FLOW OFFSITE STAGE IS 68 .00 FT.NGVO 324. 0 l l 6.8 s. 7 .o .0 4 .01 64. 79 PUMP 2 2 6 . 8 6. 7 .o .0 3.88 69. 62 WEIR 3 2 6.8 6. 7 .0 .0 .00 69. 62 NO FLOW OFFSITE STAGE IS 68. 00 FT.NGVD PUHP l "OFF" AT 327. 10 HOURS 336. 0 6.8 s. 7 .o . o .oo 64. so NO FLOW 2 6. 8 6. 7 . o .o 3 .22 69. 55 WEIR 2 6.8 6. 7 .o .o .00 69. 55 NO n.ow OFFSITE STAGE IS 68.00 FT.NGVD 348 .o 6 . 8 S . 7 . o .o .00 64. 50 NO FLOW 6.8 6. 7 .o .o 2. 93 69. 47 BLEEDER 6 . 8 6. 7 . o .o .00 69. 47 NO FLOW OFFSITE STAGE IS .;9 . oo FT.NGVD 360. 0 6.8 S. 7 .0 . o .00 64. 50 NO FLOW 6.8 6 . 7 .0 .o 2 . 85 69. 39 BLEEDER 6 . 8 6 . 7 .o .o .oo 69. 39 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 372 . o 6.8 5. 7 .o .0 .00 64 . 50 NO n.ow 6. 8 6. 7 .0 .0 2. 77 69. 31 BLEEDER 6. 8 6 . 7 . o . o .00 69. ll NO FLOW OFFSITE STAGE IS 68. 00 FT .NGVD )8~. 0 6. o 5 . 7 . 0 . o .00 64. 50 NO FLOW 6.8 6 . 7 .0 .0 ~. 69 69. 23 BLEEDER 6.8 6 . 7 . 0 . 0 .00 69.23 NO FLOW OFFSITE ST-'GE IS 68.00 FT.NGVO 396.0 6.8 5 . 7 .o .0 .00 64. 50 NO FLOW 6 . 8 6. 7 . 0 .o 2. 61 69. 16 BLEEDER 6.8 6 . 7 .0 .0 .oo 69. 16 NO FLOW Page 7 of 11 Signed & Sealed. /??~ 9(

PAGE 8

Flood routing Haynes Williams OffSITE STAGE IS 68 .00 FT.NGVD 408. 0 6 . e 5. 7 .0 . o . 00 64 . 50 NO fLOW 6. 8 6. 7 . 0 .o 2.; l 69. 09 BLEEDER Ii . 8 6. 7 . 0 .o .00 ,;~. 09 ,t NO fLOW OffSITE STAGE IS 68. 00 FT.NGVD 420 .0 6. B 5 . 7 . 0 .0 .00 64 . 50 NO fLOW Ii . 8 6 . 7 .0 . 0 2 . 4 5 ;;ci. 02 BLEEDER 6 . e 6. 7 .0 . 0 .00 69. 02 NO fLOW OffSITE STAGE IS 68. 00 FT.NGVD 432 . o 1 6 . 8 5. 7 .o .o .oo 64. 50 NO FLOW 2 6. 8 6. 7 . 0 . 0 2. 36 6R. 95 BLEEDER 2 6. 8 6. 7 . o . o .oo 68. 95 NO fLOW OFfSITE STAGE IS 68. 00 FT.NGVD 444 .0 6. 8 5. 7 .o .o .00 64. so NO n.ow 6. 8 6. 7 . o . 0 2 .28 68. 89 BLEEDER 6. 8 6 . 7 .0 . o .00 68. 89 NO FLOW OFfSITE STAGE IS 68 .00 fT.NGVD 456. 0 1 6. e 5. 7 .0 .o .oo 64. so NO FLOW 2 6 . 8 6. 7 .0 .o 2 . 20 68. 8) BLEEDER 2 6. 8 6. 7 .o .o .00 68. 83 NO fLOW OFFS IT STAGE IS 68.00 fT.NGVD 468 .0 6. 8 s. 7 .0 .0 .00 64. so NO fLOW 6 . 8 6. 7 .0 .o 2 . 12 68. 77 BLEEDER 2 6.8 6. 7 .o .0 .00 68. 77 NO fLOlf OfFSITE STAG IS 68.00 fT.NGVD 480. 0 6. 8 5. 7 .o .0 .00 64. so NO FLOW 6.8 6 . 7 .o . 0 2 .04 68. 71 BLEEDER 6. 8 6 . 7 . 0 . o .00 68. 71 NO fLOW OfFSITE STl'.GE cs 68 .00 FT.NGVD 492 .0 1 6 . 8 s. 7 . o . 0 .00 64. so NO fLOW 2 6. 8 6. 7 . o .0 l.96 68. 66 BLEEDER 2 6. 8 6. 7 .o .0 .00 68. 66 NO FLOW OfFSITE STl'.GE IS 68.00 fT.NGVD 504 .o 1 6. 8 S. 7 .0 .o .00 64. so NO fLOlf 2 6.8 6. 7 .0 .o 1.88 68. 60 BLEEDER 2 6 . 8 6 . 7 .0 .0 .oo 68. 60 NO fLOlf OFFSITE STl'.G IS 68.00 fT.NGVD 516.0 6.8 5. 7 .0 .o .00 64. so NO n.ow 6.8 6. 7 .0 .0 1.80 68. 55 BLEEDER 2 6.8 6. 7 .o .o .00 68. 55 NO fLOlf OFFSITE STAGE IS 68.00 fT.NGVD STRUCTURE PEAK TIME PEAK TIM NO. DISCHARGE OF STAGE OF (CFS) QPEAK (fT-NGVD) HPEAK 4.0 30 .1 66.6 74 .1 3. 9 327 .1 69.6 327 .1 . o .o 69.6 327 .1 BASIN TOTAL TOTAL TOTAL FINAL FINAL FINAL NO. INFLOW RUNOFF OUTFLOW TIM STAGE STORAGE (AC-fT) (AC-FTl (AC-FT) (HOURS) (fT-NGVD) (AC-FT) .00 100. 22 98. 45 523. 38 64. so 1. 76 98. 45 19. 97 99. 70 523. 38 68. 52 18. 72 Page 8 of 11 Signed & Sealed .. /??79f

PAGE 9

PROJECT NAME • Haynes Williams Block 3 REVIEWER . • . : Tom R Visser For Ag Eng P.A. Flood routing Haynes Williams PROJECT NUMBER -Block 3 " THE ROUTING IS COMPLETE WHEN THE DISCHARGE FOR BASIN 2 IS REDUCED TO ) . llCFS • • • • • • • • • • • • • • • • • •• • • • BASIN l • • • • • • • • • • • • • • • • • AREA -'H 5 . 00 ACRES TIM STEP -24. 00 HOURS RETURN FR(/Ut:NCY -10. 00 YEARS STAG STORAGE (FT) (AF) 64 .00 .00 65.00 5. 10 66.00 107, 60 67 ,00 495. 60 68 .00 1040. 60 GROUND STORAGE -I . 00 INCHES TIM OF CONCENTRATION -2. OP. HOURS RAINFALL DISTRIBlfrION 3-DAY • • • • • • • • • • • • • • • • • • • • • • BASIN 2 • • • • • • • •• • • • • • • • • AREA -59. 40 ACRES TIM STEP -24. 00 HOURS RETURN FREQUENCY -10. 00 YEARS STAGE (FT) 68.00 70.00 71.00 72. 01) PIP STORAGE (AF) .oo 118. 80 178. 20 237. 60 GROUND STORAGE - • 10 INCHES TIME OF CONCENTRATION - • 30 HOURS RAINFALL DISTRIBUTION : 3-DAY DISCHARGE STRUCTURE INFORMATION WEIR H -HOUR RAINFALL -5. 00 INCHES 2 4 -HOUR RAINFALL -5. 00 INCHES STRUCT NO. SLOPE DIAMETER ROUGHNESS LENGTH WEIR CREST WEIR LENGTH HEAD CNVERT TACL !NVRT (". l (M') ( M'I TYPE/ELEV ELEVATION ELEVATION STRUCTURE IS A PUHP; SEE PUHP TABLE .000 3.0 .024 40.00 DROP 70.00 .000 J.O .024 40. 00 DROP 70. 80 BLEEDER INFORMATION ORIFICE V-NOTCH 9. 42 9. 42 STRUCT BLEEDER DIAMETER INVERT AREA ANGLE INVERT TOP 65 .00 66.00 NO. TYPE OR WIDTH ELEVATION ELEVATION ELEVATION PUMP NO. (M') (M'-NGVD) (FT2) (DEG) (FT-NGVDl (M'-NGVD) NO BLEEDER INCWDED IN STRUCTURE CIRCJ.E 1.2 68.5 1.1 NO BLEEDER INCWDED IN STRUCTURE PUHP TABLE PUMP ON ELEVATION (FEET) PUMP OFF ELEVATION (FEET) PUHP DISCHARGE (GPH) DISCHARGES FROM TO BASIN BASIN 66.00 65.00 3700.00 OFFSITE RECEIVING NATER TIME(HR) STAGE ( M'-NGVO) .oo 50 .00 80.00 1000.00 68.00 69.00 68.00 68.00 Page 9 of l l 65. 00 66. 00 BASIN 2 TO BASIN 3 BASIN 2 TO BASIN l Signed & Sealed ..... . /??~

PAGE 10

Flood routing Haynes Williams SUMMARY REPORT CUMULATIVE CUMULATIVE INSTANT. R UNOFF INSTANT. 'rIHE STRUCT BASIN RAINFALL RUNOFF RUNOFF HYDROGRAPH DISCHARGE !iTAGE FROM TO STRUCTURE IHRI NO N O I I NCHES) ( INCHES ) (CFS) (CFS) (C FS) (FTI CONTROL .o . 0 .o . 0 .0 .00 64. 00 .o . o . 0 . o .00 68. 00 . o . o . o . 0 .00 i;e. oo 24. 0 . 1 • 2 9.6 8. 9 .00 lj5 . 02 NO FLOW . 7 . 6 1.8 1.8 -1.66 68. 07 BLEEDER . 1 . 6 1.8 1.8 .00 68. 07 NO FLOW OFFSITE STAGE IS 68. 48 FT .NGVD 48 .0 1.8 1.0 20.B 20. 5 .00 65. 35 NO FLOW 1.8 l. 7 2 .6 2. 7 -4 .26 68. 26 BLEEDER 2 1.8 l. 7 2 . 6 2 . 7 .00 68. 26 NO FLOW OFFS IT STi\GE IS 68. 96 FT .NGVi> PUMP l "ON " AT 60. 22 HOURS 72. 0 6 . B 5 . 7 30.6 37. 3 e . 24 66. 36 PUMP 2 6 . 8 6. 7 3. 4 3 . 6 3 . 4 3 68. 83 BLEEDER 2 6 . e 6 . 7 3 . 4 3 . 6 .00 68. 83 NO FLOW OFFSITE STAGE IS 1;8.21 FT. NGVD 96. 0 6 . e 5 . 7 . o .o 8 .24 66. 33 PUMP 6 . 8 6 . 7 . o .0 5.00 68. 96 BLEEDER 6.8 6 . 7 .o . o .oo 68. ')6 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 120 . o 6.8 5. 7 .o .o 8 .24 1;6 . 29 PUMP 6 . 8 6. 7 .o .o 5. 55 69.06 BLEEDER 6 . e 6. 7 . o .0 .00 69.06 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 144. 0 l 6. 8 5 . 7 . o . o 8 .24 66. 25 PUMP 2 6 . 8 6 . 7 . o .0 4 . 46 69. l7 BLEEDER 2 6 . 8 6. 7 . o . 0 .00 69.l7 NO FLOW OFFSITE STAGE IS lj8. 00 FT .HGV::> 168 .o 6 . 8 5 . 7 .0 .0 8 .24 66. 20 PUHP 6 . 8 6. 7 . o .0 4. 84 69. 29 BLEEDER 6 . 8 6 . 7 . o .0 .00 69. 29 NO FLOW OFFSITE STAGE IS 68 .oo FT.NGVD 192 . o 6 . 8 5. 7 . o . o 8 .24 66.16 PUHP 2 6.8 . 6 . 7 .o .o 5 .16 69. 40 BLEEDER 2 6.8 6. 7 .0 . o .00 69. 40 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 216. 0 l 6 . 8 5 . 7 .o .0 8.24 66. 12 PUHP 2 6 . 8 6. 7 .o . o 5.44 69. 50 BLEEDER 2 6 . 8 6 . 7 .o .0 .00 69. 50 NO FLOW OFFSITE STAt;E IS 68.00 FT.NGVD 240.0 l 6 . 8 5 . 7 . o .o 8 .24 66.08 PUHP 2 6 . 8 6., . o .o 5. 68 69. 59 BLEEDER 2 6 . 8 6 . 7 . o . o .oo 69. 59 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 264. 0 6.8 5. 7 .0 .0 8.24 66.04 PUHP 6 . 8 6 . 7 .o . o 5 .89 69. 67 BLEEDER 6 . 8 6., .0 . 0 .00 69. 67 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD 288 . o 6.8 5 . 7 .o . o 8 . 24 65. 97 PUMP 6 . 8 6 . , . o . 0 6 .07 69. 14 BLEEDER 6.8 6. 7 .0 . o .00 69. 74 NO FLOW OFFSITE STAGE IS 68.00 FT.NGVD Jl2 .0 6.8 5 . 7 . o .o 8 .24 65. 81 PUHP 2 6 . 8 6 . 7 .0 . o 6 .24 69. Bl BLEEDER 2 6 .8 6 . 7 .0 .0 .00 69. Bl NO FLOW OFFSITE STAGE I S 68 .00 FT.NGVD 336 .o 6 .8 5 . 7 . 0 . 0 8 . 24 65. 65 PUHP 6 . 8 6 . 7 .0 . 0 6 . 39 6 9 . SB BLEEDER 6 . 8 6. 7 .0 . 0 .00 69. 98 NO FLOW OFFSITE STAG IS 68. 00 FT.NGVD 360. 0 6 . 8 5 . 7 .0 . 0 8 .24 65. 50 PUHP 6.8 6. 7 . o . 0 6 . 53 69. 94 BLEEDER 6 . 8 6. 7 .0 .0 .00 6 9 . 94 NO FLOW OFFSITE STAGE IS 68. 00 FT.NGVD PagelOofll Signed & Sealed ..

PAGE 11

Flood routing Haynes Williams 384. 0 6. 8 5 . 7 .0 . o e . 24 ii5 . H P\Hii' 6. 8 6 . 7 . 0 . 0 6. 65 69. 99 BLDR 2 6. 8 6. 7 . 0 .o .00 69. 99 NO FLOW OFFS IT STAG IS 68.00 FT.NGVD 408. 0 6. 8 5. 7 . 0 . 0 e . 24 65. LB PUMP 6 . 8 6 . 7 .0 . 0 7 . 06 10. 04 WEIR 2 6 . 8 6 . 7 . o .0 .00 10. 04 NO FLOW OFFS IT STAG IS 68. 00 FT.NGVD 432. 0 6. 8 s. 7 .0 . o 8 . 24 65. 02 PUMP 6.8 6. 7 . o .0 7. 54 70. 07 WEIR 6.8 6. 7 .o . o .00 10. 07 NO FLOW OFFSIT STAG IS 68.00 FT.NGVD PUMP l MOFFM AT 434.47 HOURS 456. 0 6.8 5 . 7 . o .o .00 65.00 NO FLOlf 6 . 8 6.1 .0 .0 6 . 38 69. 87 BLDR 6 . 8 6.1 .0 .0 .00 69. 87 NO FLOlf OFFS IT STAG IS 68. 00 FT.NGVD 480.0 6.8 5 . 1 . o .o .00 65. 00 NO FLOlf 6.8 6 . 1 .0 .o 5. 88 69. 67 BLDR 2 6.8 6 . 1 .o .0 .00 69. 67 NO FLOW OFFSIT STAG IS 68.00 FT.NGVD 504 . o 6.8 5.1 .o .o .oo 65.00 NO FLOlf 6.o 6. 7 .o .o S. 39 69. 48 BLDER 6.8 6.1 .o .o .00 69. 48 NO FLOlf OFFS IT STAG IS 68.00 FT.NGVD 528 . 0 6.8 5 . 1 .o .0 .oo 65.00 NO FLOlf 6.8 6.1 .0 .0 4 .89 69. Jl BLEEDER 2 6. 8 6 . 7 . 0 . o .00 69. H NO FLOW OFFSIT STAG IS 68. 00 FT.NGVD 552. 0 l 6. 8 5. 1 .0 .0 .00 65. 00 NO FLOW 2 6 . 8 6.1 . o . o 4. 40 ,59 . 15 BLEEDER 2 6 . 8 6.1 .0 .o .00 69. LS NO FLOW OFFSIT STAG IS 68.00 FT.NGVD 576.0 l 6.8 5. 7 .o .o .00 65 .00 NO FLOW 2 6. 8 6.1 .0 .o 5 .14 68. 98 BLEEDER 2 E:.S 6. 7 . o .o .oo 68. 98 NO FLOW OFFS IT STAGE IS 68.00 FT.NGVO 600.0 l 6.8 5 .1 .o .o .00 65. 00 2 NO FLOlf 2 6.8 6.1 .o . o 4 . ll 68. 83 3 BLEEDER 2 6.8 6.1 .o .o .00 68. 83 NO FLOlf OFFSIT STAGE IS 68.00 FT.NGVD STRUCTURE PEAK TIME PEAK TIM NO. DISCHARGE OF STAG OF (CFSI QPAK (FT-NGVD) HPU.K 8. 2 60.2 66. 4 75. l 7. 6 434 .5 70. l 434. 5 .0 .0 70. l 434 . s BASIN TOTAL TOTAL TOTAL FINAL FINAL FINAL NO. INFLOlf RUNOFF OUTn.(llf TIME STAGE STORAGE (AC-FT) (AC-FT) (AC-FT) (HOURS) (FT-NGVD) (AC-FT) .oo 260.09 254. 99 622. 81 65.00 5.10 254. 99 33.05 245.72 622 .Bl 68. 71 42. 31 Page l l of l l Signed & Sealed ............................. . /'??~91'


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