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HomeMy WebLinkAbout1989 - Drainage CalculationsJOB MOSBY & ASSOCIATES, INC. SHEET NO. OF- 199�i 39th'Avenue CALCULATED BY DATE VERO BEACH, FLORIDA 32960 (407) 569-0035 CHECKED BY DATE I'.... ...... __ i fgalllCl Xs.iiMras�`crygon. u.w OHO, re nexvNax[ eat rn[F � 6?RSaW •l MOSBY F,. ASSOCIATES, INC. 1995 39th Avenue VERO BEACH, FLORIDA 32960 (407) 569-0035 JOB 'U'1 IngiC l� SHEET NO. I_— OF — CALCULATED BY ----R!5 1-1 DATE 4-199Q CHECKED BY LIVA DATE 4 1109 ILfi .... f .l._.... ...1. v� Wit 1, $� _�.. �- � � C E mol � l�I�a �...74) +' o,alti��fB) s _ 74. ... .._............. -....... .. L....... g���R.Pe,cn, Wu Oyu,. reQhr PxP,E rPl ruff � WN56k0 i 1.. _�!T r.�ECcM�iJ'i... ..j.�. CU-1GITIotiiS l�KE--s 'Cbr1.L.' YT-���zv�cus_. AREA. IMF O.Gd 3 sAG + ... t Qc� QcbM $1-%h = zoo p, avG q G p.o 15 Acl ILfi .... f .l._.... ...1. v� Wit 1, $� _�.. �- � � C E mol � l�I�a �...74) +' o,alti��fB) s _ 74. ... .._............. -....... .. L....... g���R.Pe,cn, Wu Oyu,. reQhr PxP,E rPl ruff � WN56k0 i MOSBY &, ASSOCIATES, INC. 1995 39th Avenue VERO BEACH, FLORIDA 32960 (407) 569.0035 ,De qoq 12-8S1Rr�hy SHEET NO. lz OF CALCULATED BY. t—" DATE -/- �q CHECKED BY- ZfL—" DATE 4 /' sq L....... f 771A)5- 1 4-1,771 f-- F=--,- i f47� V.rlFMf✓ILIT: 'LALGuLt�1IZ�+-? i MOeK Mljg"Wwc.bunWs 0101 l.PaorpM.IXlIxFFiaoama0 412K-?._ ... _..... L.... AG �UlL1�i1,6G� — O.Org 72 aL LIT *r ..._.. .. i I. MOeK Mljg"Wwc.bunWs 0101 l.PaorpM.IXlIxFFiaoama0 JOB V - IZ�y MOSBY & 39th'A enue INC. SHEET NO. 1995 39th'Avenue -- oF-------_ VERO BEACH, FLORIDA 32960 CALCULATED BY__ DATE (407) 569-0035 CHECKED BY ------ 1� DATE SCALE_ j75� �t6 ikln l 'to `1 Ila, 1 - t; _I 00000 MOSBY & ASSOCIATES, INC. 1995 39th Avenue VERO BEACH, FLORIDA 32960 (407) 569.0035 I ZOr-15 2r "%dt) 141,0 .., I, .. i � GC/ �f2-Fi.b W ' ;�.(� G U LL`�t" Ib F-�✓- , .. I i ..... � _. � . _... I I .. A1 -I 1YjL/I LOf--I 'fD-l� �t-�tt�IJ(�l-E I { �i In Y�ne -:tet ►�urL hr��1 nwulcr Aii`�r<.cnnaum o�n� react Brox[ rai roT, i eoomeic 41 SHEET NO. OF CALCULATED BY Q ^ 1 1 6 DATE_ �1 CHECKED OV 0LM DATE -14-in .., I, .. i � GC/ �f2-Fi.b W ' ;�.(� G U LL`�t" Ib F-�✓- , .. I i ..... � _. � . _... I I .. A1 -I 1YjL/I LOf--I 'fD-l� �t-�tt�IJ(�l-E I { �i In Y�ne -:tet ►�urL hr��1 nwulcr Aii`�r<.cnnaum o�n� react Brox[ rai roT, i eoomeic �MOSBY &, ASSOCIATES, INC. 1995 39th Avenue VERO BEACH, FLORIDA 32960 (407) 569-0035 JOB 8I &4�Z�oMF9c. SHEET NO. OF- CALCULATED F CALWLATED BY I GIA [�I QQ��j DATE L77 -j CHECKED BV- DATE Ir' EMPIRE ENGINEERING & TESTING INC. P.O. Box 776 Vero Beach. Florida 32961 March 1, 1969 Mosby & Associates 1995 - 39L•h Avenue, Suite "D" Vero Beach, Florida 32960 Re: City of.Sebastian Sebastian Sports Complex Barber Street Sebastian. Florida Job #: 89279 Gentlemen: I010F)hone 407-569 0153 It should be anticipated that the Ground Water Table at the above referenced site, during a normal wel season may rise to elevation 18.7 feet. This opinion is based on information obtained from our field investigation, combined with our previous knowledge of the area. If you need further clarification or have any questions, pertaining to this matter, please contact this office. Sincerely, EMPIRE ENGINEERING & TESTING, INC. 116riy O. W�gner, E. President u EMPIRE ENGINEERING & " EUTINCA INC. P.O. Box 776 Telephone Veto Beach, Florlda 32961 407-9r',9.0151 REPORT OF PERCOLATION TEST Da1.e: 2/20/09 Job Il: 89279 Client: City of Sebastian Pro3ect: Sebastian Sports Complex location: Barber Street 0 Weathers Sunny 82 F 'fest H t 1 Subsurface Soil: SEE LOG ATTACHED Groundwater: 47" . PERCOLATION RATE. Inches Time 0 0 -3 1:30 -6 3:40 -9 6:45 -17. 11:7.0 -15 .18:30 -18 26:20 -21 34:15 -7.4 4 3: 00 -27 1 53:25 -3U 1 hour 15 ruin. -33 1 hour 50 mi'n. , THIS TEST WAS PERFORMED BY DRILLING A 12" DIAMETER IIOLE, INSERTING AN 8 ISIAMETER PERFORATED PVC PIPE A14D FILLING THE ANNULAR SPACE WITH 3/4" GRAVEL. A4 O. WAG 1FI2P. F. EMPIRE ENGINEERING & "I-ESTINUA INC. P.O. Box 776 - Telrphonr Veto Beach, Florida 32961 4U7 -569-U153 Soil Profile Sebastian Sports Complex, Barber Street Gtr ata Depth Blows SPT -W Els?v Water Dprcri.ption of Soil In Feet /6" ValliP Froin--'rn T'ah.lP ------------------- ------------ i G S A M d' -0- U 1' ray an a ium ---------------------- -1- -- Brown Sand Medium Slightly Clayey -2- -3- ---------------------- -4- -- Taii Sand Medium Slightly Clayey -5- ---------------------- -6- -- -7- -8- -9- -10- 'terminated @ 6' Dates 2-28-89 Percolation Test 0 1 Job 11 89279 ---------------- 1-4' --------------------------- 4 6' 47" EMPI FIE ENGINEERING & "I ESTING INC. P.O. BOX 776 InlnIlhonn Vero Beach, Florida 32961 407-569-0153 REPORT OF PERCOLATION TEST Date: 2/28/89 Job H: 89279 Client: City of Sebastian Project: Sebastian Sports Complex Location: Barber.St.reet 0 Weather: Sunny 82 F Test N: 2 Subsurface Soil -.SEE LOG ATTACHED Groundwater: 60" PERCOLATION RATE Inches Time 0 0 -3 :35 -6 1:30 -9 2:34 -12 4:30 -15 7:00 -18 11:10 -21 17:25 -24 25:30 -27 35:45 -30 47:30 -33 1 hour THIS TEST WAS PEkFORMED BY DRILLING A 12" DIAHETFR IIOLF, INSERTING AN 6" DIAMETER PERFORATED PVC PIPE AND FILLING THE: ANNULAR SPACE WITH 3/4" GRAVEL. q r /00111 10, HARRY 0' WAGCIr-;9 , 11. F . EMPIRE ENGINEERING & TESTING INCA P.O. Box 776 lelephrnm Vow Beach, Florida 32961 401-569-0153 Soil Profile Sebastian Sports Complex, Barber Street Strata Depth Blows SPI' -II G1ev Water Description of Soil In Feet /6" Value From --To Tablo ----------------- -- --------- ------------.----- Gray Sand Medium -0- 0-'2' w/Organics and Roots -1- ---------------------- -2- ------------------------ Dark Brown Brown Hardpan 2. 2. 1/2' w/Roots -------------------------------------------------------- ------- Brown Sand Medium -3- 2 1/2-6' Slightly Clayey -4- -5- -6- ---------------------------------- -7- spa -10- Terminated @ 6' Datee 2-28-89 percolation Test N 2 Job H 89279 6r1„ M C1 art 11... ' A �/y4 LST ; I Ler 2 TI�,1 1•ACLP//• l..l I1 •iri' `�, Ler � tl..l ... II • Perw�a DY, lem• 1`t4 J. la ,• tee. MOSBY & ASSOCIATES, INC. 1995 39th Avenue VERO BEACH, FLORIDA 32960 (407) 569-0035 SHEET NO. CALCULATED ay ---- CHECKED BY OF -� DATE----- ..:rr r n7Yuxr."„r:q :Y•rq+.iTgjjlgS crSTn rnnnttpn Smmvru,nn;x:n0!w rc,mm� ------------ . 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E:Y1lLi 2,52 16, 9'0011 2,56 17.bm3 2143 1711iytn3 2113 17.2110v13 2,27 17, -.000-13 2139 17,4:0013 2147 1L9t;Y13 2137 17, N0,013 21 29 1 T, 7'kY13 2124 iT,suvv13 2.21 i T, q,Y,013 2.19 1 & p!1443 2,17 I9,S:Yy1_t 2,16 i&2:0011 1,W 1 A., 3+0013 1, 59 1&4:0143 1.76 IA.511!Y13 1, A T 1& A 1.72 10, 9lY,Y,U ! , `e 19, p,Y,Yl4 J. 71 19, 1n,0,14 1151 79.2 104 1.37 `. 19,•3ipV14 3.6.1 ; 9, 4:Vv,>4 114A 19, 5n:104 11 M 19, 6L1,1,14 1.58 19, 7-VV14 1.42 19.11X$14 1.31 191 3.,00014 1.57 20. kv.XVA 1142 20.1:V11.14 1131 2n,2;VY14 1.24 :11. _v,1yy4 1119 2t), 4;vv14 I,1s 2n, 9,0,1,14 1,11 20. E)XV,14 1.11 20, P1014 1.1 N.1vVV,i4 1.:19 20.9000,15 1.:19 211:vvv,15 11:85 21,14405 , 74 21.2!1,1,15 .155 21, v1:V15 ,R :1.4:gv,15 .97 21,9..5 1 21.W.Vs .69 21. R.5 .81 21.N,v,Vls .119 21.9X155 161 22, :v.1005 .76 22.1!0,015 ,26 22, 20o•Y15 159 22..vV,V15 .74 U.i:Vy15 ,11.4 58 &1:V.15 .74 22, POONA . M 22.WOB .58 2219.015 .4 22,00VV1s .61 21.1:.0.13 .76 21,21.V05 .52 •2L _vvy15 , 36 21.4:VV15 .58 23.9..5 .74 2.L N1'V16 .51 2.LIMIO 6 .24 23,9tV106 ,5 24.:vyvt6 AS 24.1:1016 .41 Val4ME-1w 5.49 19 CEWDi)NT MTA FILE MIRED 1;=YE^y2=W" 2 SS HYWS068AM PLOT tu_cS9Edr,;=YTSr? NOJ? 2 VP. MOSBY & ASSOCIATES, INC. 1995 59th Avenue VERO BEACH, FLORIDA 32960 lAn7l 599.0035 JOB SHEET NO. CALCULATED By DATE���,yi.; CHECKED 9'1 DATE-� WEIN LENGTH WEIR ELEVATION WEIR COEFFICIENT TYPE OF BLEEDER SLOT SLOT INVERT ELEV, NOTCH HEIGHT NOTCH WIDTH PIPE DATA DIAMETER LENGTH N-VRLUE 1r1, 33 FT. 211, 26 FT. NGVD 3. 33 HORIZONTAL RECTANGLE 20.26 FT. NGVD 4 PT - 0 FT. L. FT. SQ FT. . 012 WEIR. FLOW IN CFS in -----------------------------------PIPE STAGE WEIR BLEEDER TOTAL FLOW FLOW i 24. 26 ll, 04 ;l. 44 r1, 44 4fT r:N.l 20. 511 4. 014 4. lbl 4.44 9. 71-m 4tj 4.04 20.75 11.84 4,44 11.84 13.93 11,811 24. 83 14. 811 0.00 14.80 1 `N. 02 14.84 21.44 21.94 4,114 21.90 17.12 17.12 in MOSBY & ASSOCIATES, INC. SHEET NO. OF 1995 39th Avenue CALCULATED BY DA VERO BEACH, FLORIDA 32960 (407) 569-0035 CHECKED BY DA E it .f I fI •. . I L ! .. I... 1..... ... _.. _�. .. it 11. a, 1.9£1 DISC"ARGE-CFB, SI.OPAGE-AC FT? 14. 8, 17. 76 DISCHARGE -CPS, STORAGE -M, FT? 21. 9, 2, 1 1 DXSCHFlRGE-CF'S,STOP.f1GE-AC FT?' -1,-211 DISCHARGE -CFS STORAGE -RC FT 0 11.8 14.8 21.9 DrSMARGE-CFS SIT+ -9/2 n 0 11.8 197.08 14.8 2200.36 21.9 ... 266.26 TIME -HRA INFLOW -CFS n o .:? .06 .3 .007 ,4 .07 '. . 007 .6 .07 .7k,00001 . 05 .8000001 ,n7 900001.11 .1 1 .008 1.2 .007 1.3 .1 1.4 .118 ,005 1.6 ,07 1.7 .1 1.8 .a8 1.9 .118 2 08 2. 1 . 008 2.2 . as 2.3 .007 2.4 .07 2. 5 1 2.6 - .08 2.7 . 08 2.8 .1 2.9 .008 2.999999 .008 3.0099999 .118 31199999 11 3.299999 .008 3.399999 - .008 3.499999 .1 - 3.599999 .008 3.699999 .08 3.799999 .1 3.899999 .11 3.999998 9.0000olE-02 4.099999 .008 4.199999 .l 4.299999 .11 4.399998 9.,ytOnp1E-n2 Ot1T'FL01,1-CFS n ll n 003 .Ol 1.)2 . 02 002 ID Lit . 113 .03 114 .04 .004 .04 . 00:.5 . ng 005 05 .n' .$06 .006 . +J6 006 46 ,006 .1,17 .007 r_t 7 .,007 ,007 .007 _007 . 117 .007 .118 .008 .008 00,8 08 08 1 - � 711- E to gir7� dA&x = ZZ:9,S C L S m 4,499998 4.599998 4.699990 4,799998 4.899998 4,999998 5.093998 5.199998 5.299998 5,399997 Z.499997 5.599997 5.699997 5,799997 5.899997 5.999997 61099997 6,199997 6.V99997 6.399997 6.499996 6.599996 6.699996 6.799996 6.899996 6,999996 7,099996 7,199996 7.299996 7.399996 7,499995 7.599995 7.699995 7,799995 7.899995 7.999995 8.099995 8.199995 8.299996 8.399996 8.499996 8.599997 8.699997 8,799998 8.899998 8.999998 9.099999 9.199999 9.899999 9.399999 9.5 91600001 9.700001 9.800001 9.900001 10 10.1 10.2 10.3 10,4 10.5 10.6 10. 70001 10.80001 10,90001 11.0 001 11.10001 11.2! ool 11.30001 11.40001 11.50001 11.60001 11_70001 11.80001 11.90001 12, 00001 12.10001 12.20001 12.30001 12.40001 a .08 .08 ,13 .12 9. w1x1x101 E -1t2 .1 910r1r1001 £-x12 ,1 .11 .11 .11 ,11 , 14 , 1£1 ,13 .12 .11 .11 .11 .14 .15 .1 .12 .12 .11 .14 .15 .12 .14 1:5 .15 .15 .15 15 ,15 .59 .74 35 .22 .65 .8 .37 .73 1.37 1.08 1 1.52 1.16 1.26 1.88 1.9 1.93 1.96 2.21 2. 55 2.69 2.77 2.83 2.88 2 `-1.2 3.2 3.61 4.04 4.49 4.7 5.37 5.93 6.49 7.62 12.64 22.73 32.79 50,29 6111.08 52.39 45.25 32.54 „n8 ,08 .08 .08 9.000001E-02 9.000001E-02 9,000001E-02 9-000001E-02 91000001E-02 9,000001E-02 9.000001E-02 9.000001E-02 9.000001E-02 91000001£-02 .1 ,1 .] x ,1 .1 .1 .1 ..1 .1 ,11 ,11 Al .11 .11 _11 .11 ,11 .12 .12 .12 .12 .12 .12 ,13 .14 .17 .19 .21 24 a 26 .28 33 .38 ,42 .47 .52 . se .7 ,77 ,84 1.41 1.1 1.2 1.3 1.39 1.48 1.57 1,68 1,81 1_96 2.12 2.29 2.49 a.72 2.98 3.4 4.26 5.67 7.81 10.69-5 15.28 20.47 22.69 12.5040I 18.5 _ -'.93 12.64441 13.48 22.32 12. 7/1R14I 10- 52 21.03 12, 801141 9.3 19.31 12. 94041 S. 13 17.67 13. O1)),11 6.98 16.1 13.14441 6.6 1 4. 69 13. 21.1001 610.19 • 13.61 13.3441112 5.93 12.63 13, 44442 5. 88 11.78 13.544412 5.47 11.42 13. 61)),12 4.95 11.45 13. 7114402 4.78 113.68 13.81141112 ^.3.q .14.31 13.9/14012 4.19 9.95 14.40002 4.15 9. 6001101 14. 11141112 3. 74 9. 26 14. 21.100.12 4 8:9399k1g 14.3111142 4.09 8.649999 14.44442 3.73 8.36 14. 5111.142 3.21 8. 117 14, 644412 3144 7.79 14. 7111142 3.11-51 7. 53 14. 84442 3115 7.28 14.9411112 3.42 7.44 ... 15, 000.102 3.12 6181 15. 114172 2. 62 6.58 15. 211142 2. 85 6.35 11-5. 300002 2.93 6.14 15.40002 2.9t: 5.95 15. 51)1172 2.97 5.77 15. 6111142 2. 58 S. 59 15. 70I.112 2. 84 - 5.42 15.84111112 ;RI 16 5.24 15.94413 1.94 S. 1S 16, 4014413 2. 63 4.89 16. 1114113 2.47 4.75 16.211143 -.42 4.63 16.34443 2.4 4.48 16.411113 1.62 4.33 16.51111113 1.76 4.17 16.60003 1.81 4.1.13 16. 741113 1.43 3. 88 16, 8441013 2, 47 3.76 ;. 16.94443 2.29 3.66 17.11.1003 2.36 3.58 17. 11))13 1.61 3.49 17.2411113 1. 36 3.37 17.31))13 2.05 3.27 17. 4111143 21 28 . 3. 2 17.54443 1.551 - 3.13 17.641)13 1.35 3.43 17.70113 2.05 2.95 17.814113 1.51 2.88 17.9 40 03 1. 33 2 79 18.10F.')03 1.27 2.7 18. ] 44113 1. 25 2. 61 I8. 20003 1.24 2. 53 78.3.'1413 .46 2.43 18.411003 1 98 2.33 18.541003 1.93 2.28 18.61004 1.47 2.24 Y 8, 71114 1.32 2.1g 18.81141114 1.27 .=:.34 18, 9011414 .47 2.46 19.44414 .99 1.98 19.10N14 1.94 1.95 19. 20004 1.47 1.94 19. 3410114 1.32 119 19. 40004 1.27 1.87 19, 51)144/ .47 1.81 19. 60004 199 1.74 19.711)14 1.16 1.7 19.801.104 .4f) 1 . 65 19. 91004 . 98 21, 10004 1.16 211. 101)14 .44 1.52. 241. 24444 .2 1.44 24. 341144 .9 1.39 20. 40004 1 . 1 1.37 VOLUME STORED= 2.2:3 A1C. FT DET.VOL. RE61U1'RE'D P.E'H.TNo S'TR.UCTURF. = 2-23 ACRE FEET VOL. 18 REO. AREA .BETWEEN THE INFLOW AND ROUTED OUTFLOW HYDROGRROHS IS PERMENRNT DATA FILE DESIRED C1=YE8j2=NU?7 2 Ok 2r1. 510114 1.17 1.35 24.64404 1.2:; 1.34 2'1. 7010,14 .46 1.31 20.84004 .2 1.25 20. 9CIC 14 .9 1.21 21.011005 1.13 1.'2 21. 1111.105 .4 1.17 21 , 244;15 .94 1.14 21 . ?1111/15 1 ; 15 1.14 2.1 . 4000,45 14.71 1 . 12 23. 5110.145 .19 1.17 21.64445 .11 1.41 21 . 71,,1445 . 87 .98 21.80005 1.1 .98 21.90045 .39 .97 22.44445 .96 .95 22, i Iy1t15 1 . 1 5 . 96 22. `Rn0r)5 .41 . 95 22.300115 .95 .93 22. 400015 1.15 .94 22. 511,111/.15 .43 .93 22. 641105 .19 .09 '2.74445 .11 .85 22. 80005 9. 404441 E-1112 8 22.9'1445 .118 - .76 23. 04005 . 08 .72 23. 10405 .118 .68 23, 013005 .08 .64 23.34445 .118 .61 23.44045 .07 .58 23. 54445 .07 . 5s 23.644146 .117 .52 23.70446 .07 .49 23.80006 .05 .47 23.94446 .114 .44 24.101006 .06 .42 24.14446 4 .4 24.20406 n .37 24. 3111106 11 . 35 24.44006 0 .33 24.54446 11 .31 24.64406 0 .29 �. 24.74046 a .27 24.80006 0 .26 24. 901146 4 .24 25. 444416 It .23 VOLUME STORED= 2.2:3 A1C. FT DET.VOL. RE61U1'RE'D P.E'H.TNo S'TR.UCTURF. = 2-23 ACRE FEET VOL. 18 REO. AREA .BETWEEN THE INFLOW AND ROUTED OUTFLOW HYDROGRROHS IS PERMENRNT DATA FILE DESIRED C1=YE8j2=NU?7 2 Ok IDNPCtkIPiflMEMtCFL94lPAff41RL1�=.g-qC Fr? 11 . Rt 1.58 DXSCHARC.E-CFS, S7'C1RAGE-RC FT? 14. 8t 1. 76 LIISCHARGE-CFSISTORAGE-RC FT? 21.912.13 DISCHARGE-CFS,STORRGE-RC. FT7,-11-1 DISCHARGE -CFS STORAGE -AC FT {1 11.8 14.8 21.9 0 1.48 1.76 2.11 DISCHARGE -CFS S/T+9/2 0 11.8 14.8. 21.9 TIME -HRS .1 3 .4 .5 . 7001{V101 . 8{1011001 .9{1110{1{11 1 3. 1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2 2. 1 2. 2 2. 3 2.4 2. 5 -.6 7 2. 9 2.999999 3. {199999 3.199999 3, 299999 31399999 3.499999 3.599999 3. 699999 3.799999 31899999 3.999998 4.1199999 4.199999 a 197.08 220. 36 266.26 IMFL.OW-CFS r1 012 , 015 .q8 ,1 , {18 .07 .07 91000001E-02 .1 .08 .07 S. 0010/001 E-02 .1 .08 07 9, 001,1{1x11 E-02 .1 ,08 9. 000001 E-012 .1 .08 9. 000{U11 E-02 .1 . 0:18 S. 001010101 E-02 ,i .1 ;u8 9.000001 E-012 .1 .i .1 .1 .1 .1 .l .1 ,3 .1 .l Ol1TFL.DW-CFS 0 0 {1 .01 . 02 012 02 .03 .03 .03 .04 .04 .04 .05 . 01Li .05 - .05 .05 .06 .06 116 .0:16 06 . 017 017 . 07' . 017 .47 .07 .07 .).')7 . 018 08 .08 .0s . 018 .48 ,q8 .00 9.000001E -Oa 9.000001E-08 9. 000001 E-012 Fi_ez--D P-vj E ZIIS ^ 4.299999 .12 9.009001E-02 4.399998 . 11 9.000001E-02 4.499998 . 1 9.000001E-02 4.599996 ,1 9.000001E-02 4.699998 . i 9.0000411E-02 4.799998 .12 9.000001E-02 4.899998 .13 .] 4.999998 ,11 ,1 5.099998 .1 .1 5.199998 .12 .Y 5.299998 .11 1 5.399997 .1 .1 5.499997 .12 .3 5,599997 ,13 5.699997 .13 .1 51799997 ,13 ,1 5.899997 .13 .]1 5.999997 ,1] ,l] 6.099997 .1 .I1 6.199997 ,12.;1 6.299997 .13 ,11 6,399997 .13 .11 6.499996 .13 .13 6.599996 .13 .11 ' 6.699996 .16 .11 6.799996 .16 .12 6.899996 .14 .12 6.999996 .14 .12 7.099996 .14 .12 7.199996 .14 ,12 7.299996 .16 .12 7.399996 16 .13 7.499995 .14 .13 7.599995 . if, .13 7.699995 .17 .13 7.799995 .17' .13 7.899995 .17 .14 7,999995 ,17 .14 8.099995 .17 .14 8.199995 .159 .15 8.299996 1.Y8 .2 8.399996 1.39 .26 6.499996 1.01 .32 8.599997 19 .36 8.699997 1.35 .4 8.799998 1.52 .46 w 8.899998 1.59 .53 8.999998 1.64 .6 - 9.099999 1.86 .66 9.199999 1.95 .74 9.299999 1.81 .8l 9.399999 1.98 .87 9. 5 2.05 .94 - 9.600001 2.1 1.01 .. 9. 700001 2.214 1.08 91800 01 2.45 1.16 9.900001 2.51 1.24 10 2.56 1.32 10.1 2. 82 1-4 10.2 2.93 1.49 10.3 3 1.58 is 10.4 3.28 1.67 Y0,5 3.4 1.77 10.6 3.48 1.87 30.70001 3.53 1.97 141.80001 3.83 2.07 10, 90001 4.2 2.19 11,00001 4.62 2,32 11. 10001 5.32 2.48 1 1 , 20001 5.86 2.66 11.30001 6.37 2.87 11,40001 6.87 3.1 1 1. 504101 7.66 3. 35 11.60001 9.109999 3.65 11.70001 15.33 4.15 11.80001 56.89 5.16 11.90001 38.72 6.82 12,00001 58.88 9.33 12,10001 69.75 13.57 12.20001 60.66 21.31 12.30001 52.47 24.58 12.40001 37.27 26.3 12. 500,101 21.58 26.57 1:?. 60401 15. 31 ' 25. 87 12.70001 12.18 24.83 12.80001 10.45 23.67 12.90001 9.17 22.49 13.00001 8.44 '24.81 13.10001 7.67 18.81 13. 20001 7.2 17. 45 13.30 02 6.69 15.49 13.40002 6.52 14.23 13,50002 6.11 13.21 13.60002 5.62 12.26 13.70002 5.46 11.61 13.84442 5.05 11.23 13.90042 4.92 14.86 14.00000'2 4.88 10.5 14.10008 4.51 10. 1 �. 14.2040.2 4.39 9.8100yl 14, 34442 4. 35 9.49 14.4444.2 4.34 9.18 14.50002 3.97 8.88 14.64442 3.85 8.58 14. 74442 3.81 8.3 14.8 002 318 8.03 14.9000.2 3.8 7.77 15.4040.2 3.44 7.52 15.100072 3.32 7.28 15.=02 02 3.28 7.44 15.3000.2 3.27 6.81 15.40002 3.27 6.6 15.54442 3.27 6.4 15.64442 3.27 6.a1 15.70042 3.27 6.04 15.80002 2.91 5.86 15.90003 2.79 5.68 16.00003 3.11 5.52 16.14043 2.86 5.37 16.20003 2.77 5.21 16.30003. 2.74 5.07 16.40043 2.37 4.92 16.54003 2.61 4.77 16.60043 2.69 4.64 16.70003 2.36 4.52 16.80443 2.61 4.39 . 16. 90043 0.69 4.29 17,44403 2.36 4.18 17.10003 2.25 4.07 17.20003. 2.21 .3.96 17.30003 2.56 3.87 17.44003 2,68 3.79 17.50043 2.36 3.72 17.60003 2.25 3.63 17. 70003 -.21 :1.55 17,84403 2.2 3.47 17.94003 2.2 3.39 18.00043 2.2 3.32 18.14003 2.2 3.25 18.24403 1.49 3.17 18.30003 1.25 3.06 18.40003 1.88 2.97 18. 511003 2. 49 2.91 18.64404 2.16 2.87 18.70004 2.19 2.8.2 18.84444 1.49 2.77 18,94004 1.25 2.68 19,00004 1.88 2.61 19.10444 1.38 2.56 - 19.20904 1.22 2.48 19. 3400,14 1. 87 2. 42 19.44004 1.38 i ! 2.38 19.5ggU-01,'2'= 2. t1 191 60004 1.88 2.27 19.70004 1.38 2.23 19, 80004 1.22 2.17 19.94004 1. 88 2.14 20. 00044 1.38 2.11 20.1. 100144 1.22 2.48 20.20004 1.16 2.01 VOLUME STORED= 2.56 AC FT DST. VOL. REQUIRED BEHIND STRUCTURE = 2.56 ACRE FEET 110L..IS REM AREA BETWEEN THE INFLOW AND MIMED OUTFLOW HYDRUISRARHS IS PERMENANT DATA FILE DESIRED S1=YEST2=N01? 2 Ok 20. aXlf1134 I. 153 1 . 95 200. 40/104 .1.14 1.91 - 20. 5010L14 . , 1.14 - 1.86 20. 60004 1.14 1.82 200. 710004 1.14 1. 78 20. 00004 1.14 1.74 20. 9101109 1.14 117 21.000035 1.14 1.67 21. 1001105 .42 1. E2 21.:20005 19 1.56 21. 311005 1.006 1. 152 21.400005 1.11 115 21_95411105 1.13 1.47 21.610005 .42 1_43 1 21.7000105 .9 1.39 21 . 80041115 1.06 1.36 21. =10005 .4 1 _ 32 22.001105 89 1.28 ! 22.100005 3.0E 1.27 1 22.2110,05 .4 1.23 22. 300105 .89 22.400005 1.06 .112 1.18 ; 22. 501005 .4 1.16 ; ;2;R. 61,10010589 1 . 13 . 22. 700,005 1. 116 1. 12 22.80005 .4 1.009 i 22.9011105 i .18 1.415 23.010005 1 82- 1.001 23. 10:105 1.03 23. 20000115 .39 .99 23. 3111415 .17 • 95 23. 40005 1 82 . 92 . 23. 501105 1.03 .92 23. 600006 .39 .91 23. 710106 .17 .87 23.800006 .1 .83 y 23. 911106 .8 .8 24.00006 1103 .81 j 24.10006 .37 .8 1 24. 20006 13 .77 24. 311;1416 0 . 72 24. 4011006 0 . E8 11 24, 5011036 11 .64 24.60006 0 .6 24. 701006 1.1 56 . 241 800116 n, .53 24.90006 11 -5 25. 1141006 n .47 25.110006 q .44 VOLUME STORED= 2.56 AC FT DST. VOL. REQUIRED BEHIND STRUCTURE = 2.56 ACRE FEET 110L..IS REM AREA BETWEEN THE INFLOW AND MIMED OUTFLOW HYDRUISRARHS IS PERMENANT DATA FILE DESIRED S1=YEST2=N01? 2 Ok